FOUNDATION PILING LTD                                       | Sheet No.
Program: WALLAP  Version 6.05  Revision A44.B58.R48         | Job No.  J13053
                             Licensed from GEOSOLVE         | Made by :    MC
Data filename/Run ID: Frognal North Wall_SLS jrp450 wall    |
99A Frognal                                                 | Date:10-03-2014
Section C-C North Wall                                      | Checked :
-----------------------------------------------------------------------------
                                                       Units: kN,m
INPUT DATA
 
SOIL PROFILE
Stratum   Elevation of    ------------------ Soil types -------------------
  no.    top of stratum   Active side               Passive side 
   1         122.40       1  Made Ground            1  Made Ground
   2         119.80       2  Bagshot Beds           2  Bagshot Beds
   3         117.00       3  Claygate Beds          3  Claygate Beds
   4         104.20       4  London Clay            4  London Clay
 
SOIL PROPERTIES
                  Bulk    Young's   At rest  Consol  Active  Passive         
-- Soil type --  density  Modulus    coeff.  state.  limit    limit   Cohesion
No. Description   kN/m3  Eh,kN/m2     Ko     NC/OC    Ka       Kp      kN/m2 
  (Datum elev.)          (dEh/dy ) (dKo/dy) (  Nu ) ( Kac ) (  Kpc ) ( dc/dy )
 1  Made Ground   17.00     10000    0.500     OC    0.273    4.632  
                                            (0.200) (0.000) ( 0.000) 
 2  Bagshot       18.50     32000    0.500     OC    0.273    4.632  
    Beds                                    (0.200) (0.000) ( 0.000) 
 3  Claygate ..   18.50     50000    1.000     OC    1.000    1.000     100.0u
    (  117.00 )                             (0.490) (2.389) ( 2.390) (  6.000)
 4  London Clay   20.00     70000    1.000     OC    1.000    1.000     150.0u
                                            (0.490) (1.000) ( 1.000) 
 5  Made Ground    17.00     10000    0.500     OC    0.273    4.632  
    Drained                                 (0.200) (0.000) ( 0.000) 
 6  Bagshot Be-   18.50     32000    0.500     OC    0.273    4.632  
    ds Drained                              (0.200) (0.000) ( 0.000) 
 7  Claygate      18.50     42000    1.000     OC    0.326    3.619       0.0d
    Beds Draind                             (0.180) (1.382) ( 5.370) 
 8  London Clay    20.00     45000    1.000     OC    0.355    3.218     3.000d
    Drained                                 (0.180) (1.448) ( 4.982) 
 
Additional soil parameters associated with Ka and Kp
                          --- parameters for Ka ---  --- parameters for Kp ---
                            Soil      Wall    Back-    Soil      Wall    Back-
------- Soil type ------- friction  adhesion  fill   friction  adhesion  fill 
No. Description             angle    coeff.   angle    angle    coeff.   angle
 1  Made Ground             30.00    1.000    0.00     30.00    0.630    0.00
 2  Bagshot Beds            30.00    1.000    0.00     30.00    0.630    0.00
 3  Claygate Beds            0.00    0.500    0.00      0.00    0.500    0.00
 4  London Clay              0.00   -0.674    0.00      0.00   -0.674    0.00
 5  Made Ground Drained     30.00    1.000    0.00     30.00    0.630    0.00
 6  Bagshot Beds Drained    30.00    1.000    0.00     30.00    0.630    0.00
 7  Claygate Beds Draind    26.00    1.000    0.00     26.00    0.640    0.00
 8  London Clay Drained     24.00    1.000    0.00     24.00    0.640    0.00
 
GROUND WATER CONDITIONS
 Density of water = 9.810 kN/m3
                                  Active side    Passive side
 Initial water table elevation      110.20          110.20
 
 Automatic water pressure balancing at toe of wall :  No
 
 Water            Active side                     Passive side          
 press. -------------------------------  -------------------------------
profile Point   Elev.    Piezo   Water   Point   Elev.    Piezo   Water 
  no.    no.             elev.   press.   no.             elev.   press.
                  m        m     kN/m2             m        m     kN/m2
   1      1    115.30   115.30     0.0     1    114.30   114.30     0.0 WC
 
   2      1    113.60   113.60     0.0     1    113.60   113.60     0.0 MC

WALL PROPERTIES
                         Type of structure = Fully Embedded Wall
                  Elevation of toe of wall = 110.00
             Maximum finite element length =   0.60 m
                  Youngs modulus of wall E = 2.8000E+07 kN/m2
               Moment of inertia of wall I = 3.8300E-03 m4/m run
                                       E.I = 107240 kN.m2/m run
                      Yield Moment of wall = Not defined
 
STRUTS and ANCHORS
Strut/                 X-section                   Inclin    Pre-          
anchor         Strut     area      Youngs    Free  -ation   stress  Tension
 no.   Elev.  spacing  of strut    modulus  length (degs)   /strut  allowed
                 m       sq.m       kN/m2     m               kN           
  1   121.00    3.00   0.010000  2.000E+08   4.00    0.00        0    No
  2   117.30    3.00   0.010000  2.000E+08   4.00    0.00        0    No
  3   115.50    1.00   0.500000  3.000E+07   1.00    0.00        0    No
  4   120.00    1.00   0.250000  3.000E+07   1.00    0.00        0    No
 
SURCHARGE LOADS
Surch         Distance   Length    Width        Surcharge      Equiv. Partial 
-arge           from    parallel  perpend. -----  kN/m2  -----  soil  factor/ 
 no.   Elev.    wall    to wall   to wall  Near edge  Far edge  type  Category
  1   122.40    0.00(A)   20.00      3.00     10.00     =       N/A   1.00 Var
  2   114.80   -0.00(P)   20.00     20.00    160.00    145.00   N/A   1.00 P/U
 
    Note: A = Active side,  P = Passive side
          A trapezoidal surcharge is defined by two values:
          N = at edge near to wall,  F = at edge far from wall 
          Limit State Categories  P/U = Permanent Unfavourable
                                  P/F = Permanent Favourable
                                  Var = Variable (unfavourable)
 
CONSTRUCTION STAGES
Construction   Stage description                                       
  stage no.    --------------------------------------------------------
      1        Apply surcharge no.1 at elevation 122.40
      2        Excavate to elevation 120.50 on PASSIVE side
      3        Install strut or anchor no.1 at elevation 121.00
      4        Excavate to elevation 116.80 on PASSIVE side
      5        Install strut or anchor no.2 at elevation 117.30
      6        Excavate to elevation 114.80 on PASSIVE side
      7        Apply water pressure profile no.2  ( Mod. Conserv. )
      8        Install strut or anchor no.3 at elevation 115.50
      9        Install strut or anchor no.4 at elevation 120.00
     10        Change EI of wall to 180000 kN.m2/m run
               From elevation 120.00 to 114.80
               Yield moment not defined
               No adjustments to wall displacements
     11        Remove strut or anchor no.2 at elevation 117.30
     12        Remove strut or anchor no.1 at elevation 121.00
     13        Apply surcharge no.2 at elevation 114.80
               No analysis at this stage
     14        Change properties of soil type 1 to soil type 5
               Ko pressures will be reset
     15        Change properties of soil type 2 to soil type 6
               Ko pressures will be reset
     16        Change properties of soil type 3 to soil type 7
               Ko pressures will be reset
     17        Change properties of soil type 4 to soil type 8
               Ko pressures will be reset

FACTORS OF SAFETY and ANALYSIS OPTIONS
   Limit State options: Serviceability Limit State
      All loads and soil strengths are unfactored
 
   Stability analysis:
      Method of analysis  -  Strength Factor method
      Factor on soil strength for calculating wall depth = 1.25
 
   Parameters for undrained strata:
      Minimum equivalent fluid density             =   5.00 kN/m3
      Maximum depth of water filled tension crack  =   4.00 m
 
   Bending moment and displacement calculation:
      Method  -  2-D finite element model
      Open Tension Crack analysis? - No 
      Soil arching modelled?  -  Yes
      Non-linear Modulus Parameter (L) = 15.00 m
 
   Boundary conditions:
      Length of wall (normal to plane of analysis) = 50.00 m
 
      Width of excavation on active  side of wall  = 20.00 m
      Width of excavation on passive side of wall  = 20.00 m
 
      Distance to rigid boundary on active side  = 20.00 m
      Distance to rigid boundary on passive side = 20.00 m
      Elevation of rigid lower boundary = 103.00
 
      Lower rigid boundary at elevation 103.00 - Rough
      Rigid boundary on active side           - Rough
      Rigid boundary on passive side          - Rough
      Wall / soil interface                   - Rough

OUTPUT OPTIONS
 
 Stage ------ Stage description ----------- ------- Output options -------
  no.                                       Displacement   Active,  Graph.
                                            Bending mom.   Passive  output
                                            Shear force   pressures        
   1 Apply surcharge no.1 at elev. 122.40        No           No      No
   2 Excav. to elev. 120.50 on PASSIVE side     Yes          Yes     Yes
   3 Install strut no.1 at elev. 121.00          No           No      No
   4 Excav. to elev. 116.80 on PASSIVE side      No           No      No
   5 Install strut no.2 at elev. 117.30          No           No      No
   6 Excav. to elev. 114.80 on PASSIVE side      No           No      No
   7 Apply water pressure profile no.2           No           No      No
   8 Install strut no.3 at elev. 115.50          No           No      No
   9 Install strut no.4 at elev. 120.00          No           No      No
  10 Change EI of wall to 180000kN.m2/m run      No           No      No
  11 Remove strut no.2 at elev. 117.30           No           No      No
  12 Remove strut no.1 at elev. 121.00           No           No      No
  13 Apply surcharge no.2 at elev. 114.80        No           No      No
  14 Change soil type 1 to soil type 5           No           No      No
  15 Change soil type 2 to soil type 6           No           No      No
  16 Change soil type 3 to soil type 7           No           No      No
  17 Change soil type 4 to soil type 8           No           No      No
   * Summary output                             Yes           -      Yes
 
Program WALLAP - Copyright (C) 2012 by DL Borin,  distributed by GEOSOLVE
                 69 Rodenhurst Road, London SW4, UK.  Tel: +44 20 8674 7251
FOUNDATION PILING LTD                                       | Sheet No.
Program: WALLAP  Version 6.05  Revision A44.B58.R48         | Job No.  J13053
                             Licensed from GEOSOLVE         | Made by :    MC
Data filename/Run ID: Frognal North Wall_SLS jrp450 wall    |
99A Frognal                                                 | Date:10-03-2014
Section C-C North Wall                                      | Checked :
-----------------------------------------------------------------------------
                                                       Units: kN,m
Stage No. 1   Apply surcharge no.1 at elevation 122.40
 
STABILITY ANALYSIS of Fully Embedded Wall according to Strength Factor method
 Factor of safety on soil strength
 
                                FoS for toe       Toe elev. for  
                               elev. =  110.00     FoS = 1.250   
                               ---------------    -------------  
 Stage  --- G.L. ---   Strut   Factor  Moment      Toe    Wall   
  No.   Act.   Pass.    Elev.    of    equilib.   elev.  Penetr  
                               Safety  at elev.          -ation  
   1  122.40  122.40    Cant.  Conditions not suitable for FoS calc.

BENDING MOMENT and DISPLACEMENT ANALYSIS of Fully Embedded Wall
  Analysis options
  Length of wall perpendicular to section = 50.00m
  2-D finite element model.    Soil arching modelled.
  Soil deformations are elastic until the active or passive limit is reached
  Open Tension Crack analysis - No 
 
  Rigid boundaries:     Active side 20.00 from wall      Rough boundary
                       Passive side 20.00 from wall      Rough boundary
  Lower rigid boundary at elevation 103.00               Rough boundary
  Limit State: Serviceability Limit State
    Calculated Bending Moments and Strut Forces are to be multiplied by a factor
    of 1.35 to obtain values for structural design. See summary for factored values.
 
Node    Y      Nett       Wall      Wall      Shear   Bending   Strut     EI of
 no.  coord  pressure     disp.   rotation    force   moment    forces     wall
                kN/m2       m       rad.       kN/m    kN.m/m    kN/m   kN.m2/m
  1  122.40      2.73     0.001   1.02E-04      0.0       0.0            107240
  2  121.80     -0.43     0.001   1.01E-04      0.7       0.5            107240
  3  121.40      0.30     0.001   9.89E-05      0.7       0.7            107240
  4  121.00      0.56     0.001   9.56E-05      0.8       1.0            107240
  5  120.50      0.63     0.001   8.97E-05      1.1       1.5            107240
  6  120.00      0.45     0.000   8.12E-05      1.4       2.1            107240
  7  119.80      0.18     0.000   7.69E-05      1.5       2.4            107240
                -4.14     0.000   7.69E-05      1.5       2.4 
  8  119.30     -1.66     0.000   6.51E-05      0.0       2.6            107240
  9  118.80     -0.62     0.000   5.32E-05     -0.6       2.4            107240
 10  118.20     -0.29     0.000   4.09E-05     -0.8       2.0            107240
 11  117.75     -0.19     0.000   3.34E-05     -0.9       1.6            107240
 12  117.30     -0.16     0.000   2.77E-05     -1.0       1.1            107240
 13  117.00     -1.95     0.000   2.50E-05     -1.3       0.8            107240
                 0.26     0.000   2.50E-05     -1.3       0.8 
 14  116.80      0.77     0.000   2.38E-05     -1.2       0.6            107240
 15  116.48      1.15     0.000   2.26E-05     -0.9       0.2            107240
 16  116.15      0.91     0.000   2.24E-05     -0.6      -0.1            107240
 17  115.83      0.69     0.000   2.28E-05     -0.3      -0.2            107240
 18  115.50      0.48     0.000   2.35E-05     -0.1      -0.3            107240
 19  115.15      0.33     0.000   2.45E-05      0.0      -0.3            107240
 20  114.80      0.09     0.000   2.54E-05      0.1      -0.3            107240
 21  114.20      0.07     0.000   2.69E-05      0.1      -0.2            107240
 22  113.60      0.07     0.000   2.80E-05      0.2      -0.2            107240
 23  113.20     -0.05     0.000   2.85E-05      0.2      -0.1            107240
 24  112.80     -0.13     0.000   2.88E-05      0.1      -0.0            107240
 25  112.20     -0.07     0.000   2.88E-05      0.1       0.0            107240
 26  111.60     -0.07     0.000   2.88E-05      0.0       0.0            107240
 27  111.00     -0.02     0.000   2.86E-05      0.0       0.0            107240

Run ID. Frognal North Wall_SLS jrp450 wall                  | Sheet No.
99A Frognal                                                 | Date:10-03-2014
Section C-C North Wall                                      | Checked :
-----------------------------------------------------------------------------
                                                              (continued)
Stage No.1   Apply surcharge no.1 at elevation 122.40
 
Node    Y      Nett       Wall      Wall      Shear   Bending   Strut     EI of
 no.  coord  pressure     disp.   rotation    force   moment    forces     wall
                kN/m2       m       rad.       kN/m    kN.m/m    kN/m   kN.m2/m
 28  110.60     -0.05     0.000   2.86E-05     -0.0       0.0            107240
 29  110.20      0.01     0.000   2.85E-05     -0.0       0.0            107240
 30  110.00      0.11     0.000   2.85E-05     -0.0       0.0                 0
 31  109.85      0.09     0.000          0      0.0       0.0                 0
 32  108.44     -0.01     0.000          0      0.1       0.0                 0
 33  107.03     -0.01     0.000          0      0.1       0.0                 0
 34  105.61     -0.01     0.000          0      0.0       0.0                 0
 35  104.20      0.19     0.000          0      0.2       0.0                 0
                -0.26     0.000          0      0.2       0.0 
 36  103.00     -0.04     0.000          0     -0.0       0.0               ---
 
Node    Y    ------------------------ ACTIVE side ---------------------------
 no.  coord          ------- Effective stresses -------    Total     Soil   
             Water   Vertic  Active   Passive    Earth     earth   stiffness
             press.    -al   limit     limit   pressure   pressure   coeff. 
              kN/m2   kN/m2   kN/m2     kN/m2    kN/m2      kN/m2     kN/m3
  1  122.40    0.00   10.00    2.73     46.32     2.73       2.73a     9957
  2  121.80    0.00   20.17    5.51     93.41     6.13       6.13      9957
  3  121.40    0.00   26.86    7.34    124.41     9.88       9.88      9957
  4  121.00    0.00   33.46    9.14    154.97    13.39      13.39      9957
  5  120.50    0.00   41.57   11.36    192.57    17.63      17.63      9957
  6  120.00    0.00   49.59   13.55    229.71    21.72      21.72      9957
  7  119.80    0.00   52.78   14.42    244.49    23.26      23.26      9957
               0.00   52.78   14.42    244.49    21.10      21.10     31863
  8  119.30    0.00   61.49   16.80    284.83    26.90      26.90     31863
  9  118.80    0.00   70.20   19.17    325.17    31.98      31.98     31863
 10  118.20    0.00   80.68   22.04    373.72    37.61      37.61     31863
 11  117.75    0.00   88.57   24.19    410.27    41.77      41.77     31863
 12  117.30    0.00   96.49   26.36    446.95    45.90      45.90     31863
 13  117.00    0.00  101.79   27.80    471.49    47.75      47.75     31863
              Total> 101.79   27.00m   340.78    98.91      98.91     49785
 14  116.80   Total> 105.33   28.00m   347.19   102.79     102.79     49785
 15  116.48   Total> 111.09   29.62m   357.61   108.87     108.87     49785
 16  116.15   Total> 116.86   31.25m   368.05   114.65     114.65     49785
 17  115.83   Total> 122.65   32.87m   378.50   120.44     120.44     49785
 18  115.50   Total> 128.45   34.50m   388.96   126.25     126.25     49785
 19  115.15   Total> 134.71   36.25m   400.24   132.54     132.54     49785
 20  114.80   Total> 140.98   38.00m   411.53   138.80     138.80     49785
 21  114.20   Total> 151.76   41.00m   430.91   149.74     149.74     49785
 22  113.60   Total> 162.58   44.00m   450.32   160.70     160.70     49785
 23  113.20   Total> 169.80   46.00m   463.28   167.96     167.96     49785
 24  112.80   Total> 177.03   48.00m   476.25   175.24     175.24     49785
 25  112.20   Total> 187.90   51.00m   495.73   186.25     186.25     49785
 26  111.60   Total> 198.79   54.00m   515.22   197.25     197.25     49785
 27  111.00   Total> 209.70   57.00m   534.73   208.29     208.29     49785
 28  110.60   Total> 216.98   59.00m   547.75   215.62     215.62     49785
 29  110.20   Total> 224.27   61.00m   560.77   222.99     222.99     49785
 30  110.00   Total> 227.92   62.00m   567.29   226.71     226.71     49785
 31  109.85   Total> 230.65   62.75m   572.18   229.46     229.46     49785
 32  108.44   Total> 256.46   69.81m   618.23   255.39     255.39     49785
 33  107.03   Total> 282.32   76.88m   664.35   281.39     281.39     49785
 34  105.61   Total> 308.23   83.94m   710.51   307.41     307.41     49785
 35  104.20   Total> 334.17   91.00m   756.71   333.56     333.56     49785
              Total> 334.17  184.17    484.17   333.33     333.33     69699
 36  103.00   Total> 358.04  208.04    508.04   357.37     357.37     69699

Run ID. Frognal North Wall_SLS jrp450 wall                  | Sheet No.
99A Frognal                                                 | Date:10-03-2014
Section C-C North Wall                                      | Checked :
-----------------------------------------------------------------------------
                                                              (continued)
Stage No.1   Apply surcharge no.1 at elevation 122.40
 
Node    Y    ----------------------- PASSIVE side ---------------------------
 no.  coord          ------- Effective stresses -------    Total     Soil   
             Water   Vertic  Active   Passive    Earth     earth   stiffness
             press.    -al   limit     limit   pressure   pressure   coeff. 
              kN/m2   kN/m2   kN/m2     kN/m2    kN/m2      kN/m2     kN/m3
  1  122.40    0.00    0.00    0.00      0.00     0.00       0.00      9957
  2  121.80    0.00   10.20    2.79     47.25     6.56       6.56      9957
  3  121.40    0.00   17.00    4.64     78.74     9.58       9.58      9957
  4  121.00    0.00   23.80    6.50    110.24    12.83      12.83      9957
  5  120.50    0.00   32.30    8.82    149.61    16.99      16.99      9957
  6  120.00    0.00   40.80   11.14    188.98    21.28      21.28      9957
  7  119.80    0.00   44.20   12.07    204.73    23.08      23.08      9957
               0.00   44.20   12.07    204.73    25.24      25.24     31863
  8  119.30    0.00   53.45   14.60    247.58    28.56      28.56     31863
  9  118.80    0.00   62.70   17.13    290.42    32.60      32.60     31863
 10  118.20    0.00   73.80   20.16    341.84    37.91      37.91     31863
 11  117.75    0.00   82.12   22.43    380.40    41.96      41.96     31863
 12  117.30    0.00   90.45   24.71    418.96    46.06      46.06     31863
 13  117.00    0.00   96.00   26.22    444.67    49.70      49.70     31863
              Total>  96.00   27.00m   334.99    98.65      98.65     49785
 14  116.80   Total>  99.70   28.00m   341.56   102.02     102.02     49785
 15  116.48   Total> 105.71   29.62m   352.24   107.72     107.72     49785
 16  116.15   Total> 111.73   31.25m   362.91   113.74     113.74     49785
 17  115.83   Total> 117.74   32.87m   373.58   119.76     119.76     49785
 18  115.50   Total> 123.75   34.50m   384.25   125.77     125.77     49785
 19  115.15   Total> 130.23   36.25m   395.75   132.22     132.22     49785
 20  114.80   Total> 136.70   38.00m   407.24   138.72     138.72     49785
 21  114.20   Total> 147.80   41.00m   426.95   149.67     149.67     49785
 22  113.60   Total> 158.90   44.00m   446.65   160.63     160.63     49785
 23  113.20   Total> 166.30   46.00m   459.79   168.00     168.00     49785
 24  112.80   Total> 173.70   48.00m   472.92   175.36     175.36     49785
 25  112.20   Total> 184.80   51.00m   492.63   186.33     186.33     49785
 26  111.60   Total> 195.90   54.00m   512.33   197.32     197.32     49785
 27  111.00   Total> 207.00   57.00m   532.03   208.31     208.31     49785
 28  110.60   Total> 214.40   59.00m   545.17   215.66     215.66     49785
 29  110.20   Total> 221.80   61.00m   558.30   222.98     222.98     49785
 30  110.00   Total> 225.50   62.00m   564.87   226.61     226.61     49785
 31  109.85   Total> 228.28   62.75m   569.80   229.37     229.37     49785
 32  108.44   Total> 254.41   69.81m   616.18   255.40     255.40     49785
 33  107.03   Total> 280.54   76.88m   662.57   281.40     281.40     49785
 34  105.61   Total> 306.67   83.94m   708.96   307.42     307.42     49785
 35  104.20   Total> 332.80   91.00m   755.34   333.36     333.36     49785
              Total> 332.80  182.80    482.80   333.59     333.59     69699
 36  103.00   Total> 356.80  206.80    506.80   357.42     357.42     69699
 
Note:      2.73a  Soil pressure at active limit 
         123.45p  Soil pressure at passive limit 
 
FOUNDATION PILING LTD                                       | Sheet No.
Program: WALLAP  Version 6.05  Revision A44.B58.R48         | Job No.  J13053
                             Licensed from GEOSOLVE         | Made by :    MC
Data filename/Run ID: Frognal North Wall_SLS jrp450 wall    |
99A Frognal                                                 | Date:10-03-2014
Section C-C North Wall                                      | Checked :
-----------------------------------------------------------------------------
                                                       Units: kN,m

FOUNDATION PILING LTD                                       | Sheet No.
Program: WALLAP  Version 6.05  Revision A44.B58.R48         | Job No.  J13053
                             Licensed from GEOSOLVE         | Made by :    MC
Data filename/Run ID: Frognal North Wall_SLS jrp450 wall    |
99A Frognal                                                 | Date:10-03-2014
Section C-C North Wall                                      | Checked :
-----------------------------------------------------------------------------
                                                       Units: kN,m
Stage No. 2   Excavate to elevation 120.50 on PASSIVE side
 
STABILITY ANALYSIS of Fully Embedded Wall according to Strength Factor method
 Factor of safety on soil strength
 
                                FoS for toe       Toe elev. for  
                               elev. =  110.00     FoS = 1.250   
                               ---------------    -------------  
 Stage  --- G.L. ---   Strut   Factor  Moment      Toe    Wall   
  No.   Act.   Pass.    Elev.    of    equilib.   elev.  Penetr  
                               Safety  at elev.          -ation  
   2  122.40  120.50    Cant.   5.869   111.56   118.23    2.27

BENDING MOMENT and DISPLACEMENT ANALYSIS of Fully Embedded Wall
  Analysis options
  Length of wall perpendicular to section = 50.00m
  2-D finite element model.    Soil arching modelled.
  Soil deformations are elastic until the active or passive limit is reached
  Open Tension Crack analysis - No 
 
  Rigid boundaries:     Active side 20.00 from wall      Rough boundary
                       Passive side 20.00 from wall      Rough boundary
  Lower rigid boundary at elevation 103.00               Rough boundary
  Limit State: Serviceability Limit State
    Calculated Bending Moments and Strut Forces are to be multiplied by a factor
    of 1.35 to obtain values for structural design. See summary for factored values.
 
Node    Y      Nett       Wall      Wall      Shear   Bending   Strut     EI of
 no.  coord  pressure     disp.   rotation    force   moment    forces     wall
                kN/m2       m       rad.       kN/m    kN.m/m    kN/m   kN.m2/m
  1  122.40      2.73     0.005   6.95E-04      0.0       0.0            107240
  2  121.80      5.51     0.004   6.93E-04      2.5       0.9            107240
  3  121.40      7.34     0.004   6.86E-04      5.0       2.4            107240
  4  121.00      9.14     0.004   6.73E-04      8.3       5.1            107240
  5  120.50     12.61     0.003   6.36E-04     13.8      10.6            107240
  6  120.00     -5.55     0.003   5.68E-04     15.5      18.6            107240
  7  119.80     -4.98     0.003   5.30E-04     14.5      21.6            107240
               -38.43     0.003   5.30E-04     14.5      21.6 
  8  119.30    -16.55     0.003   4.24E-04      0.7      24.1            107240
  9  118.80     -6.42     0.003   3.16E-04     -5.0      22.4            107240
 10  118.20     -2.58     0.002   2.02E-04     -7.7      18.2            107240
 11  117.75     -1.32     0.002   1.33E-04     -8.6      14.5            107240
 12  117.30     -0.96     0.002   8.16E-05     -9.1      10.5            107240
 13  117.00    -13.44     0.002   5.62E-05    -11.3       7.7            107240
                 0.68     0.002   5.62E-05    -11.3       7.7 
 14  116.80      5.43     0.002   4.39E-05    -10.6       5.5            107240
 15  116.48      8.25     0.002   3.22E-05     -8.4       2.3            107240
 16  116.15      6.80     0.002   2.88E-05     -6.0      -0.0            107240
 17  115.83      5.35     0.002   3.13E-05     -4.0      -1.6            107240
 18  115.50      4.00     0.002   3.77E-05     -2.5      -2.6            107240
 19  115.15      2.93     0.002   4.73E-05     -1.3      -3.3            107240
 20  114.80      1.43     0.002   5.84E-05     -0.5      -3.5            107240
 21  114.20      0.96     0.002   7.84E-05      0.2      -3.6            107240
 22  113.60      0.79     0.002   9.78E-05      0.7      -3.3            107240
 23  113.20      0.13     0.002   1.09E-04      0.9      -3.0            107240
 24  112.80     -0.37     0.002   1.20E-04      0.9      -2.6            107240
 25  112.20      0.06     0.002   1.33E-04      0.8      -2.2            107240
 26  111.60      0.20     0.002   1.44E-04      0.9      -1.7            107240
 27  111.00      0.56     0.002   1.52E-04      1.1      -1.2            107240

Run ID. Frognal North Wall_SLS jrp450 wall                  | Sheet No.
99A Frognal                                                 | Date:10-03-2014
Section C-C North Wall                                      | Checked :
-----------------------------------------------------------------------------
                                                              (continued)
Stage No.2   Excavate to elevation 120.50 on PASSIVE side
 
Node    Y      Nett       Wall      Wall      Shear   Bending   Strut     EI of
 no.  coord  pressure     disp.   rotation    force   moment    forces     wall
                kN/m2       m       rad.       kN/m    kN.m/m    kN/m   kN.m2/m
 28  110.60      0.22     0.002   1.56E-04      1.2      -0.7            107240
 29  110.20     -0.75     0.002   1.57E-04      1.1      -0.2            107240
 30  110.00     -6.05     0.002   1.57E-04      0.5      -0.0                 0
 31  109.85      0.25     0.002          0      0.0       0.0                 0
 32  108.44      0.00     0.001          0      0.2       0.0                 0
 33  107.03      0.00     0.001          0      0.2       0.0                 0
 34  105.61     -0.00     0.001          0      0.2       0.0                 0
 35  104.20      4.39     0.000          0      3.3       0.0                 0
                -5.26     0.000          0      3.3       0.0 
 36  103.00     -0.24     0.000          0     -0.0       0.0               ---
 
Node    Y    ------------------------ ACTIVE side ---------------------------
 no.  coord          ------- Effective stresses -------    Total     Soil   
             Water   Vertic  Active   Passive    Earth     earth   stiffness
             press.    -al   limit     limit   pressure   pressure   coeff. 
              kN/m2   kN/m2   kN/m2     kN/m2    kN/m2      kN/m2     kN/m3
  1  122.40    0.00   10.00    2.73     46.32     2.73       2.73a     9957
  2  121.80    0.00   20.17    5.51     93.41     5.51       5.51a     9957
  3  121.40    0.00   26.86    7.34    124.41     7.34       7.34a     9957
  4  121.00    0.00   33.46    9.14    154.97     9.14       9.14a     9957
  5  120.50    0.00   41.57   11.36    192.57    12.61      12.61      9957
  6  120.00    0.00   49.59   13.55    229.71    16.51      16.51      9957
  7  119.80    0.00   52.78   14.42    244.49    17.30      17.30      9957
               0.00   52.78   14.42    244.49     2.02       2.02A    31863
  8  119.30    0.00   61.49   16.80    284.83    16.84      16.84     31863
  9  118.80    0.00   70.20   19.17    325.17    25.87      25.87     31863
 10  118.20    0.00   80.68   22.04    373.72    32.94      32.94     31863
 11  117.75    0.00   88.57   24.19    410.27    37.48      37.48     31863
 12  117.30    0.00   96.49   26.36    446.95    41.65      41.65     31863
 13  117.00    0.00  101.79   27.80    471.49    38.17      38.17     31863
              Total> 101.79   27.00m   340.78    83.95      83.95     49785
 14  116.80   Total> 105.33   28.00m   347.19    89.87      89.87     49785
 15  116.48   Total> 111.09   29.62m   357.61    97.04      97.04     49785
 16  116.15   Total> 116.86   31.25m   368.05   102.16     102.16     49785
 17  115.83   Total> 122.65   32.87m   378.50   107.30     107.30     49785
 18  115.50   Total> 128.45   34.50m   388.96   112.51     112.51     49785
 19  115.15   Total> 134.71   36.25m   400.24   118.33     118.33     49785
 20  114.80   Total> 140.98   38.00m   411.53   123.96     123.96     49785
 21  114.20   Total> 151.76   41.00m   430.91   134.67     134.67     49785
 22  113.60   Total> 162.58   44.00m   450.32   145.57     145.57     49785
 23  113.20   Total> 169.80   46.00m   463.28   152.58     152.58     49785
 24  112.80   Total> 177.03   48.00m   476.25   159.68     159.68     49785
 25  112.20   Total> 187.90   51.00m   495.73   170.95     170.95     49785
 26  111.60   Total> 198.79   54.00m   515.22   182.09     182.09     49785
 27  111.00   Total> 209.70   57.00m   534.73   193.36     193.36     49785
 28  110.60   Total> 216.98   59.00m   547.75   200.59     200.59     49785
 29  110.20   Total> 224.27   61.00m   560.77   207.51     207.51     49785
 30  110.00   Total> 227.92   62.00m   567.29   208.57     208.57     49785
 31  109.85   Total> 230.65   62.75m   572.18   214.49     214.49     49785
 32  108.44   Total> 256.46   69.81m   618.23   240.60     240.60     49785
 33  107.03   Total> 282.32   76.88m   664.35   266.88     266.88     49785
 34  105.61   Total> 308.23   83.94m   710.51   293.22     293.22     49785
 35  104.20   Total> 334.17   91.00m   756.71   321.83     321.83     49785
              Total> 334.17  184.17    484.17   316.92     316.92     69699
 36  103.00   Total> 358.04  208.04    508.04   343.96     343.96     69699

Run ID. Frognal North Wall_SLS jrp450 wall                  | Sheet No.
99A Frognal                                                 | Date:10-03-2014
Section C-C North Wall                                      | Checked :
-----------------------------------------------------------------------------
                                                              (continued)
Stage No.2   Excavate to elevation 120.50 on PASSIVE side
 
Node    Y    ----------------------- PASSIVE side ---------------------------
 no.  coord          ------- Effective stresses -------    Total     Soil   
             Water   Vertic  Active   Passive    Earth     earth   stiffness
             press.    -al   limit     limit   pressure   pressure   coeff. 
              kN/m2   kN/m2   kN/m2     kN/m2    kN/m2      kN/m2     kN/m3
  1  122.40    0.00    0.00    0.00      0.00     0.00       0.00       0.0
  2  121.80    0.00    0.00    0.00      0.00     0.00       0.00       0.0
  3  121.40    0.00    0.00    0.00      0.00     0.00       0.00       0.0
  4  121.00    0.00    0.00    0.00      0.00     0.00       0.00       0.0
  5  120.50    0.00    0.00    0.00      0.00     0.00       0.00       0.0
               0.00    0.00    0.00      0.00     0.00       0.00      9962
  6  120.00    0.00    8.50    2.32     39.37    22.06      22.06      9962
  7  119.80    0.00   11.90    3.25     55.12    22.28      22.28      9962
               0.00   11.90    3.25     55.12    40.45      40.45     31877
  8  119.30    0.00   21.15    5.78     97.98    33.39      33.39     31877
  9  118.80    0.00   30.41    8.31    140.85    32.29      32.29     31877
 10  118.20    0.00   41.52   11.34    192.32    35.52      35.52     31877
 11  117.75    0.00   49.86   13.62    230.95    38.79      38.79     31877
 12  117.30    0.00   58.20   15.90    269.60    42.61      42.61     31877
 13  117.00    0.00   63.77   17.42    295.38    51.61      51.61     31877
              Total>  63.77   17.50m   302.77    83.27      83.27     49808
 14  116.80   Total>  67.48   18.50m   309.35    84.44      84.44     49808
 15  116.48   Total>  73.52   20.12m   320.04    88.79      88.79     49808
 16  116.15   Total>  79.56   21.75m   330.74    95.36      95.36     49808
 17  115.83   Total>  85.60   23.37m   341.45   101.95     101.95     49808
 18  115.50   Total>  91.65   25.00m   352.15   108.51     108.51     49808
 19  115.15   Total>  98.17   26.75m   363.69   115.41     115.41     49808
 20  114.80   Total> 104.69   28.50m   375.23   122.53     122.53     49808
 21  114.20   Total> 115.88   31.50m   395.03   133.71     133.71     49808
 22  113.60   Total> 127.09   34.50m   414.84   144.78     144.78     49808
 23  113.20   Total> 134.57   36.50m   428.06   152.45     152.45     49808
 24  112.80   Total> 142.06   38.50m   441.28   160.05     160.05     49808
 25  112.20   Total> 153.31   41.50m   461.13   170.89     170.89     49808
 26  111.60   Total> 164.57   44.50m   481.00   181.88     181.88     49808
 27  111.00   Total> 175.85   47.50m   500.88   192.79     192.79     49808
 28  110.60   Total> 183.38   49.50m   514.14   200.36     200.36     49808
 29  110.20   Total> 190.91   51.50m   527.41   208.26     208.26     49808
 30  110.00   Total> 194.68   52.50m   534.05   214.62     214.62     49808
 31  109.85   Total> 197.51   53.25m   539.03   214.24     214.24     49808
 32  108.44   Total> 224.17   60.31m   585.95   240.59     240.59     49808
 33  107.03   Total> 250.90   67.37m   632.93   266.88     266.88     49808
 34  105.61   Total> 277.68   74.44m   679.97   293.22     293.22     49808
 35  104.20   Total> 304.49   81.50m   727.03   317.44     317.44     49808
              Total> 304.49  154.49    454.49   322.18     322.18     69731
 36  103.00   Total> 329.09  179.09    479.09   344.20     344.20     69731
 
Note:      9.14a  Soil pressure at active limit 
         123.45p  Soil pressure at passive limit 
           2.02A  Arching - soil pressure below active limit 
 
FOUNDATION PILING LTD                                       | Sheet No.
Program: WALLAP  Version 6.05  Revision A44.B58.R48         | Job No.  J13053
                             Licensed from GEOSOLVE         | Made by :    MC
Data filename/Run ID: Frognal North Wall_SLS jrp450 wall    |
99A Frognal                                                 | Date:10-03-2014
Section C-C North Wall                                      | Checked :
-----------------------------------------------------------------------------
                                                       Units: kN,m

FOUNDATION PILING LTD                                       | Sheet No.
Program: WALLAP  Version 6.05  Revision A44.B58.R48         | Job No.  J13053
                             Licensed from GEOSOLVE         | Made by :    MC
Data filename/Run ID: Frognal North Wall_SLS jrp450 wall    |
99A Frognal                                                 | Date:10-03-2014
Section C-C North Wall                                      | Checked :
-----------------------------------------------------------------------------
                                                       Units: kN,m
Stage No. 4   Excavate to elevation 116.80 on PASSIVE side
 
STABILITY ANALYSIS of Fully Embedded Wall according to Strength Factor method
 Factor of safety on soil strength
 
                                FoS for toe       Toe elev. for  
                               elev. =  110.00     FoS = 1.250   
                               ---------------    -------------  
 Stage  --- G.L. ---   Strut   Factor  Moment      Toe    Wall   
  No.   Act.   Pass.    Elev.    of    equilib.   elev.  Penetr  
                               Safety  at elev.          -ation  
   4  122.40  116.80   121.00   5.292     n/a    116.49    0.31

BENDING MOMENT and DISPLACEMENT ANALYSIS of Fully Embedded Wall
  Analysis options
  Length of wall perpendicular to section = 50.00m
  2-D finite element model.    Soil arching modelled.
  Soil deformations are elastic until the active or passive limit is reached
  Open Tension Crack analysis - No 
 
  Rigid boundaries:     Active side 20.00 from wall      Rough boundary
                       Passive side 20.00 from wall      Rough boundary
  Lower rigid boundary at elevation 103.00               Rough boundary
  Limit State: Serviceability Limit State
    Calculated Bending Moments and Strut Forces are to be multiplied by a factor
    of 1.35 to obtain values for structural design. See summary for factored values.
 
Node    Y      Nett       Wall      Wall      Shear   Bending   Strut     EI of
 no.  coord  pressure     disp.   rotation    force   moment    forces     wall
                kN/m2       m       rad.       kN/m    kN.m/m    kN/m   kN.m2/m
  1  122.40     15.15     0.003  -9.76E-04      0.0      -0.0            107240
  2  121.80     13.83     0.003  -9.85E-04      8.7       3.1            107240
  3  121.40     13.21     0.004  -1.00E-03     14.1       7.8            107240
  4  121.00     13.13     0.004  -1.04E-03     19.4      14.6     55.5   107240
                13.13     0.004  -1.04E-03    -36.1      14.6 
  5  120.50     14.41     0.005  -1.07E-03    -29.2      -1.7            107240
  6  120.00     16.51     0.005  -1.04E-03    -21.5     -14.0            107240
  7  119.80     15.54     0.005  -1.01E-03    -18.3     -17.9            107240
                 0.00     0.005  -1.01E-03    -18.3     -17.9 
  8  119.30      6.18     0.006  -9.05E-04    -16.8     -27.4            107240
  9  118.80      9.70     0.006  -7.59E-04    -12.8     -35.0            107240
 10  118.20     20.09     0.007  -5.47E-04     -3.9     -40.8            107240
 11  117.75     24.19     0.007  -3.77E-04      6.1     -40.4            107240
 12  117.30     26.36     0.007  -2.18E-04     17.5     -35.1            107240
 13  117.00     27.80     0.007  -1.30E-04     25.6     -28.5            107240
                28.45     0.007  -1.30E-04     25.6     -28.5 
 14  116.80     40.95     0.007  -8.21E-05     32.5     -22.8            107240
              -127.62     0.007  -8.21E-05     32.5     -22.8 
 15  116.48    -12.79     0.007  -1.89E-05      9.7     -19.0            107240
 16  116.15     -4.42     0.007   3.48E-05      6.9     -16.5            107240
 17  115.83     -2.94     0.007   8.17E-05      5.7     -14.5            107240
 18  115.50     -2.48     0.007   1.22E-04      4.9     -12.8            107240
 19  115.15     -1.58     0.007   1.62E-04      4.1     -11.2            107240
 20  114.80     -4.44     0.007   1.96E-04      3.1      -9.9            107240
 21  114.20     -0.48     0.007   2.48E-04      1.6      -8.8            107240
 22  113.60      1.48     0.007   2.95E-04      1.9      -8.0            107240
 23  113.20     -0.44     0.007   3.23E-04      2.1      -7.1            107240
 24  112.80     -1.65     0.006   3.48E-04      1.7      -6.3            107240
 25  112.20      0.44     0.006   3.81E-04      1.3      -5.6            107240

Run ID. Frognal North Wall_SLS jrp450 wall                  | Sheet No.
99A Frognal                                                 | Date:10-03-2014
Section C-C North Wall                                      | Checked :
-----------------------------------------------------------------------------
                                                              (continued)
Stage No.4   Excavate to elevation 116.80 on PASSIVE side
 
Node    Y      Nett       Wall      Wall      Shear   Bending   Strut     EI of
 no.  coord  pressure     disp.   rotation    force   moment    forces     wall
                kN/m2       m       rad.       kN/m    kN.m/m    kN/m   kN.m2/m
 26  111.60      1.11     0.006   4.10E-04      1.8      -4.7            107240
 27  111.00      2.27     0.006   4.33E-04      2.8      -3.4            107240
 28  110.60      1.19     0.005   4.43E-04      3.5      -2.1            107240
 29  110.20     -1.94     0.005   4.48E-04      3.4      -0.6            107240
 30  110.00    -18.14     0.005   4.49E-04      1.4       0.0                 0
 31  109.85      0.38     0.005          0      0.0       0.0                 0
 32  108.44      0.03     0.004          0      0.3       0.0                 0
 33  107.03      0.03     0.004          0      0.4       0.0                 0
 34  105.61      0.03     0.002          0      0.4       0.0                 0
 35  104.20     13.96     0.001          0     10.3       0.0                 0
               -16.59     0.001          0     10.3       0.0 
 36  103.00     -0.56     0.000          0     -0.0       0.0               ---
 At elev. 121.00 Strut force =    166.5 kN/strut =     55.5 kN/m run
 
Node    Y    ------------------------ ACTIVE side ---------------------------
 no.  coord          ------- Effective stresses -------    Total     Soil   
             Water   Vertic  Active   Passive    Earth     earth   stiffness
             press.    -al   limit     limit   pressure   pressure   coeff. 
              kN/m2   kN/m2   kN/m2     kN/m2    kN/m2      kN/m2     kN/m3
  1  122.40    0.00   10.00    2.73     46.32    15.15      15.15      9957
  2  121.80    0.00   20.17    5.51     93.41    13.83      13.83      9957
  3  121.40    0.00   26.86    7.34    124.41    13.21      13.21      9957
  4  121.00    0.00   33.46    9.14    154.97    13.13      13.13      9957
  5  120.50    0.00   41.57   11.36    192.57    14.41      14.41      9957
  6  120.00    0.00   49.59   13.55    229.71    16.51      16.51      9957
  7  119.80    0.00   52.78   14.42    244.49    15.54      15.54      9957
               0.00   52.78   14.42    244.49     0.00       0.00A    31863
  8  119.30    0.00   61.49   16.80    284.83     6.18       6.18A    31863
  9  118.80    0.00   70.20   19.17    325.17     9.70       9.70A    31863
 10  118.20    0.00   80.68   22.04    373.72    20.09      20.09A    31863
 11  117.75    0.00   88.57   24.19    410.27    24.19      24.19a    31863
 12  117.30    0.00   96.49   26.36    446.95    26.36      26.36a    31863
 13  117.00    0.00  101.79   27.80    471.49    27.80      27.80a    31863
              Total> 101.79   27.00m   340.78    28.45      28.45     49785
 14  116.80   Total> 105.33   28.00m   347.19    40.95      40.95     49785
 15  116.48   Total> 111.09   29.62m   357.61    56.14      56.14     49785
 16  116.15   Total> 116.86   31.25m   368.05    62.73      62.73     49785
 17  115.83   Total> 122.65   32.87m   378.50    68.92      68.92     49785
 18  115.50   Total> 128.45   34.50m   388.96    74.78      74.78     49785
 19  115.15   Total> 134.71   36.25m   400.24    81.44      81.44     49785
 20  114.80   Total> 140.98   38.00m   411.53    86.53      86.53     49785
 21  114.20   Total> 151.76   41.00m   430.91    99.34      99.34     49785
 22  113.60   Total> 162.58   44.00m   450.32   111.36     111.36     49785
 23  113.20   Total> 169.80   46.00m   463.28   117.89     117.89     49785
 24  112.80   Total> 177.03   48.00m   476.25   124.76     124.76     49785
 25  112.20   Total> 187.90   51.00m   495.73   136.90     136.90     49785
 26  111.60   Total> 198.79   54.00m   515.22   148.41     148.41     49785
 27  111.00   Total> 209.70   57.00m   534.73   160.15     160.15     49785
 28  110.60   Total> 216.98   59.00m   547.75   167.11     167.11     49785
 29  110.20   Total> 224.27   61.00m   560.77   173.02     173.02     49785
 30  110.00   Total> 227.92   62.00m   567.29   168.70     168.70     49785
 31  109.85   Total> 230.65   62.75m   572.18   180.85     180.85     49785
 32  108.44   Total> 256.46   69.81m   618.23   207.12     207.12     49785
 33  107.03   Total> 282.32   76.88m   664.35   233.78     233.78     49785
 34  105.61   Total> 308.23   83.94m   710.51   260.54     260.54     49785
 35  104.20   Total> 334.17   91.00m   756.71   294.63     294.63     49785
              Total> 334.17  184.17    484.17   278.83     278.83     69699

Run ID. Frognal North Wall_SLS jrp450 wall                  | Sheet No.
99A Frognal                                                 | Date:10-03-2014
Section C-C North Wall                                      | Checked :
-----------------------------------------------------------------------------
                                                              (continued)
Stage No.4   Excavate to elevation 116.80 on PASSIVE side
 
Node    Y    ------------------------ ACTIVE side ---------------------------
 no.  coord          ------- Effective stresses -------    Total     Soil   
             Water   Vertic  Active   Passive    Earth     earth   stiffness
             press.    -al   limit     limit   pressure   pressure   coeff. 
              kN/m2   kN/m2   kN/m2     kN/m2    kN/m2      kN/m2     kN/m3
 36  103.00   Total> 358.04  208.04    508.04   313.38     313.38     69699

Node    Y    ----------------------- PASSIVE side ---------------------------
 no.  coord          ------- Effective stresses -------    Total     Soil   
             Water   Vertic  Active   Passive    Earth     earth   stiffness
             press.    -al   limit     limit   pressure   pressure   coeff. 
              kN/m2   kN/m2   kN/m2     kN/m2    kN/m2      kN/m2     kN/m3
  1  122.40    0.00    0.00    0.00      0.00     0.00       0.00       0.0
  2  121.80    0.00    0.00    0.00      0.00     0.00       0.00       0.0
  3  121.40    0.00    0.00    0.00      0.00     0.00       0.00       0.0
  4  121.00    0.00    0.00    0.00      0.00     0.00       0.00       0.0
  5  120.50    0.00    0.00    0.00      0.00     0.00       0.00       0.0
  6  120.00    0.00    0.00    0.00      0.00     0.00       0.00       0.0
  7  119.80    0.00    0.00    0.00      0.00     0.00       0.00       0.0
  8  119.30    0.00    0.00    0.00      0.00     0.00       0.00       0.0
  9  118.80    0.00    0.00    0.00      0.00     0.00       0.00       0.0
 10  118.20    0.00    0.00    0.00      0.00     0.00       0.00       0.0
 11  117.75    0.00    0.00    0.00      0.00     0.00       0.00       0.0
 12  117.30    0.00    0.00    0.00      0.00     0.00       0.00       0.0
 13  117.00    0.00    0.00    0.00      0.00     0.00       0.00       0.0
 14  116.80    0.00    0.00    0.00      0.00     0.00       0.00       0.0
              Total>   0.00    0.00    241.86   168.57     168.57     49853
 15  116.48   Total>   6.01    3.19w   252.54    68.94      68.94     49853
 16  116.15   Total>  12.03    6.38w   263.21    67.15      67.15     49853
 17  115.83   Total>  18.04    9.56w   273.89    71.85      71.85     49853
 18  115.50   Total>  24.06   12.75w   284.57    77.26      77.26     49853
 19  115.15   Total>  30.55   16.19w   296.07    83.02      83.02     49853
 20  114.80   Total>  37.04   19.62w   307.58    90.96      90.96     49853
 21  114.20   Total>  48.19   25.51w   327.34    99.82      99.82     49853
 22  113.60   Total>  59.37   31.39w   347.12   109.88     109.88     49853
 23  113.20   Total>  66.84   35.32w   360.32   118.33     118.33     49853
 24  112.80   Total>  74.32   39.24w   373.54   126.40     126.40     49853
 25  112.20   Total>  85.58   23.00m   393.41   136.46     136.46     49853
 26  111.60   Total>  96.89   26.00m   413.32   147.30     147.30     49853
 27  111.00   Total> 108.24   29.00m   433.27   157.89     157.89     49853
 28  110.60   Total> 115.83   31.00m   446.60   165.93     165.93     49853
 29  110.20   Total> 123.44   33.00m   459.95   174.96     174.96     49853
 30  110.00   Total> 127.26   34.00m   466.63   186.83     186.83     49853
 31  109.85   Total> 130.12   34.75m   471.65   180.47     180.47     49853
 32  108.44   Total> 157.25   41.81m   519.03   207.09     207.09     49853
 33  107.03   Total> 184.65   48.88m   566.68   233.75     233.75     49853
 34  105.61   Total> 212.30   55.94m   614.59   260.52     260.52     49853
 35  104.20   Total> 240.16   63.00m   662.70   280.67     280.67     49853
              Total> 240.16   90.16    390.16   295.42     295.42     69794
 36  103.00   Total> 265.77  115.77    415.77   313.94     313.94     69794
 
Note:     27.80a  Soil pressure at active limit 
         123.45p  Soil pressure at passive limit 
          20.09A  Arching - soil pressure below active limit 
 
FOUNDATION PILING LTD                                       | Sheet No.
Program: WALLAP  Version 6.05  Revision A44.B58.R48         | Job No.  J13053
                             Licensed from GEOSOLVE         | Made by :    MC
Data filename/Run ID: Frognal North Wall_SLS jrp450 wall    |
99A Frognal                                                 | Date:10-03-2014
Section C-C North Wall                                      | Checked :
-----------------------------------------------------------------------------
                                                       Units: kN,m

FOUNDATION PILING LTD                                       | Sheet No.
Program: WALLAP  Version 6.05  Revision A44.B58.R48         | Job No.  J13053
                             Licensed from GEOSOLVE         | Made by :    MC
Data filename/Run ID: Frognal North Wall_SLS jrp450 wall    |
99A Frognal                                                 | Date:10-03-2014
Section C-C North Wall                                      | Checked :
-----------------------------------------------------------------------------
                                                       Units: kN,m
Stage No. 6   Excavate to elevation 114.80 on PASSIVE side
 
STABILITY ANALYSIS of Fully Embedded Wall according to Strength Factor method
 Factor of safety on soil strength
 
                                FoS for toe       Toe elev. for  
                               elev. =  110.00     FoS = 1.250   
                               ---------------    -------------  
 Stage  --- G.L. ---   Strut   Factor  Moment      Toe    Wall   
  No.   Act.   Pass.    Elev.    of    equilib.   elev.  Penetr  
                               Safety  at elev.          -ation  
   6  122.40  114.80           More than one strut

BENDING MOMENT and DISPLACEMENT ANALYSIS of Fully Embedded Wall
  Analysis options
  Length of wall perpendicular to section = 50.00m
  2-D finite element model.    Soil arching modelled.
  Soil deformations are elastic until the active or passive limit is reached
  Open Tension Crack analysis - No 
 
  Rigid boundaries:     Active side 20.00 from wall      Rough boundary
                       Passive side 20.00 from wall      Rough boundary
  Lower rigid boundary at elevation 103.00               Rough boundary
  Limit State: Serviceability Limit State
    Calculated Bending Moments and Strut Forces are to be multiplied by a factor
    of 1.35 to obtain values for structural design. See summary for factored values.
 
Node    Y      Nett       Wall      Wall      Shear   Bending   Strut     EI of
 no.  coord  pressure     disp.   rotation    force   moment    forces     wall
                kN/m2       m       rad.       kN/m    kN.m/m    kN/m   kN.m2/m
  1  122.40     12.32     0.003  -9.90E-04      0.0      -0.0            107240
  2  121.80     12.83     0.003  -9.97E-04      7.5       2.6            107240
  3  121.40     13.10     0.004  -1.01E-03     12.7       6.7            107240
  4  121.00     13.40     0.004  -1.05E-03     18.0      13.0     43.8   107240
                13.40     0.004  -1.05E-03    -25.8      13.0 
  5  120.50     14.93     0.005  -1.08E-03    -18.7       1.9            107240
  6  120.00     16.94     0.005  -1.07E-03    -10.7      -5.0            107240
  7  119.80     15.53     0.005  -1.06E-03     -7.5      -6.8            107240
                 0.00     0.005  -1.06E-03     -7.5      -6.8 
  8  119.30     10.74     0.006  -1.02E-03     -4.8     -10.8            107240
  9  118.80     16.72     0.006  -9.74E-04      2.1     -11.9            107240
 10  118.20     28.03     0.007  -9.20E-04     15.5      -7.5            107240
 11  117.75     31.76     0.007  -9.09E-04     29.0       2.5            107240
 12  117.30     32.01     0.008  -9.54E-04     43.3      18.8    123.0   107240
                32.01     0.008  -9.54E-04    -79.7      18.8 
 13  117.00     33.73     0.008  -9.75E-04    -69.9      -3.5            107240
                37.71     0.008  -9.75E-04    -69.9      -3.5 
 14  116.80     44.29     0.008  -9.56E-04    -61.7     -16.7            107240
 15  116.48     47.79     0.009  -8.76E-04    -46.7     -36.2            107240
 16  116.15     46.75     0.009  -7.47E-04    -31.3     -48.9            107240
 17  115.83     47.23     0.009  -5.88E-04    -16.1     -56.5            107240
 18  115.50     49.22     0.009  -4.13E-04     -0.4     -59.1            107240
 19  115.15     53.53     0.009  -2.24E-04     17.6     -56.1            107240
 20  114.80     57.71     0.009  -5.73E-05     37.1     -46.5            107240
               -42.36     0.009  -5.73E-05     37.1     -46.5 
 21  114.20    -13.44     0.009   1.62E-04     20.3     -31.9            107240
 22  113.60     -6.32     0.009   3.13E-04     14.4     -22.2            107240
 23  113.20     -7.93     0.009   3.86E-04     11.5     -16.9            107240
 24  112.80     -8.58     0.009   4.42E-04      8.2     -13.0            107240

Run ID. Frognal North Wall_SLS jrp450 wall                  | Sheet No.
99A Frognal                                                 | Date:10-03-2014
Section C-C North Wall                                      | Checked :
-----------------------------------------------------------------------------
                                                              (continued)
Stage No.6   Excavate to elevation 114.80 on PASSIVE side
 
Node    Y      Nett       Wall      Wall      Shear   Bending   Strut     EI of
 no.  coord  pressure     disp.   rotation    force   moment    forces     wall
                kN/m2       m       rad.       kN/m    kN.m/m    kN/m   kN.m2/m
 25  112.20     -2.79     0.009   5.05E-04      4.8      -9.6            107240
 26  111.60     -0.42     0.008   5.52E-04      3.9      -7.2            107240
 27  111.00      2.42     0.008   5.86E-04      4.5      -5.0            107240
 28  110.60      0.98     0.008   6.01E-04      5.1      -3.0            107240
 29  110.20     -2.94     0.007   6.08E-04      4.8      -0.9            107240
 30  110.00    -25.46     0.007   6.09E-04      1.9      -0.0                 0
 31  109.85      0.34     0.007          0      0.0       0.0                 0
 32  108.44      0.05     0.006          0      0.3       0.0                 0
 33  107.03      0.05     0.005          0      0.4       0.0                 0
 34  105.61      0.05     0.003          0      0.4       0.0                 0
 35  104.20     19.58     0.002          0     14.3       0.0                 0
               -23.19     0.002          0     14.3       0.0 
 36  103.00     -0.65     0.000          0     -0.0       0.0               ---
 At elev. 121.00 Strut force =    131.4 kN/strut =     43.8 kN/m run
 At elev. 117.30 Strut force =    369.1 kN/strut =    123.0 kN/m run
 
Node    Y    ------------------------ ACTIVE side ---------------------------
 no.  coord          ------- Effective stresses -------    Total     Soil   
             Water   Vertic  Active   Passive    Earth     earth   stiffness
             press.    -al   limit     limit   pressure   pressure   coeff. 
              kN/m2   kN/m2   kN/m2     kN/m2    kN/m2      kN/m2     kN/m3
  1  122.40    0.00   10.00    2.73     46.32    12.32      12.32      9957
  2  121.80    0.00   20.17    5.51     93.41    12.83      12.83      9957
  3  121.40    0.00   26.86    7.34    124.41    13.10      13.10      9957
  4  121.00    0.00   33.46    9.14    154.97    13.40      13.40      9957
  5  120.50    0.00   41.57   11.36    192.57    14.93      14.93      9957
  6  120.00    0.00   49.59   13.55    229.71    16.94      16.94      9957
  7  119.80    0.00   52.78   14.42    244.49    15.53      15.53      9957
               0.00   52.78   14.42    244.49     0.00       0.00A    31863
  8  119.30    0.00   61.49   16.80    284.83    10.74      10.74A    31863
  9  118.80    0.00   70.20   19.17    325.17    16.72      16.72A    31863
 10  118.20    0.00   80.68   22.04    373.72    28.03      28.03     31863
 11  117.75    0.00   88.57   24.19    410.27    31.76      31.76     31863
 12  117.30    0.00   96.49   26.36    446.95    32.01      32.01     31863
 13  117.00    0.00  101.79   27.80    471.49    33.73      33.73     31863
              Total> 101.79   27.00m   340.78    37.71      37.71     49785
 14  116.80   Total> 105.33   28.00m   347.19    44.29      44.29     49785
 15  116.48   Total> 111.09   29.62m   357.61    47.79      47.79     49785
 16  116.15   Total> 116.86   31.25m   368.05    46.75      46.75     49785
 17  115.83   Total> 122.65   32.87m   378.50    47.23      47.23     49785
 18  115.50   Total> 128.45   34.50m   388.96    49.22      49.22     49785
 19  115.15   Total> 134.71   36.25m   400.24    53.53      53.53     49785
 20  114.80   Total> 140.98   38.00m   411.53    57.71      57.71     49785
 21  114.20   Total> 151.76   41.00m   430.91    71.73      71.73     49785
 22  113.60   Total> 162.58   44.00m   450.32    86.48      86.48     49785
 23  113.20   Total> 169.80   46.00m   463.28    93.60      93.60     49785
 24  112.80   Total> 177.03   48.00m   476.25   100.99     100.99     49785
 25  112.20   Total> 187.90   51.00m   495.73   115.14     115.14     49785
 26  111.60   Total> 198.79   54.00m   515.22   127.69     127.69     49785
 27  111.00   Total> 209.70   57.00m   534.73   140.36     140.36     49785
 28  110.60   Total> 216.98   59.00m   547.75   147.25     147.25     49785
 29  110.20   Total> 224.27   61.00m   560.77   152.76     152.76     49785
 30  110.00   Total> 227.92   62.00m   567.29   145.37     145.37     49785
 31  109.85   Total> 230.65   62.75m   572.18   161.34     161.34     49785
 32  108.44   Total> 256.46   69.81m   618.23   187.62     187.62     49785
 33  107.03   Total> 282.32   76.88m   664.35   214.35     214.35     49785
 34  105.61   Total> 308.23   83.94m   710.51   241.18     241.18     49785

Run ID. Frognal North Wall_SLS jrp450 wall                  | Sheet No.
99A Frognal                                                 | Date:10-03-2014
Section C-C North Wall                                      | Checked :
-----------------------------------------------------------------------------
                                                              (continued)
Stage No.6   Excavate to elevation 114.80 on PASSIVE side
 
Node    Y    ------------------------ ACTIVE side ---------------------------
 no.  coord          ------- Effective stresses -------    Total     Soil   
             Water   Vertic  Active   Passive    Earth     earth   stiffness
             press.    -al   limit     limit   pressure   pressure   coeff. 
              kN/m2   kN/m2   kN/m2     kN/m2    kN/m2      kN/m2     kN/m3
 35  104.20   Total> 334.17   91.00m   756.71   278.32     278.32     49785
              Total> 334.17  184.17    484.17   256.00     256.00     69699
 36  103.00   Total> 358.04  208.04    508.04   295.39     295.39     69699

Node    Y    ----------------------- PASSIVE side ---------------------------
 no.  coord          ------- Effective stresses -------    Total     Soil   
             Water   Vertic  Active   Passive    Earth     earth   stiffness
             press.    -al   limit     limit   pressure   pressure   coeff. 
              kN/m2   kN/m2   kN/m2     kN/m2    kN/m2      kN/m2     kN/m3
  1  122.40    0.00    0.00    0.00      0.00     0.00       0.00       0.0
  2  121.80    0.00    0.00    0.00      0.00     0.00       0.00       0.0
  3  121.40    0.00    0.00    0.00      0.00     0.00       0.00       0.0
  4  121.00    0.00    0.00    0.00      0.00     0.00       0.00       0.0
  5  120.50    0.00    0.00    0.00      0.00     0.00       0.00       0.0
  6  120.00    0.00    0.00    0.00      0.00     0.00       0.00       0.0
  7  119.80    0.00    0.00    0.00      0.00     0.00       0.00       0.0
  8  119.30    0.00    0.00    0.00      0.00     0.00       0.00       0.0
  9  118.80    0.00    0.00    0.00      0.00     0.00       0.00       0.0
 10  118.20    0.00    0.00    0.00      0.00     0.00       0.00       0.0
 11  117.75    0.00    0.00    0.00      0.00     0.00       0.00       0.0
 12  117.30    0.00    0.00    0.00      0.00     0.00       0.00       0.0
 13  117.00    0.00    0.00    0.00      0.00     0.00       0.00       0.0
 14  116.80    0.00    0.00    0.00      0.00     0.00       0.00       0.0
 15  116.48    0.00    0.00    0.00      0.00     0.00       0.00       0.0
 16  116.15    0.00    0.00    0.00      0.00     0.00       0.00       0.0
 17  115.83    0.00    0.00    0.00      0.00     0.00       0.00       0.0
 18  115.50    0.00    0.00    0.00      0.00     0.00       0.00       0.0
 19  115.15    0.00    0.00    0.00      0.00     0.00       0.00       0.0
 20  114.80    0.00    0.00    0.00      0.00     0.00       0.00       0.0
              Total>   0.00    0.00    270.54   100.07     100.07     49877
 21  114.20   Total>  11.10    5.89w   290.25    85.17      85.17     49877
 22  113.60   Total>  22.21   11.77w   309.96    92.80      92.80     49877
 23  113.20   Total>  29.63   15.70w   323.11   101.53     101.53     49877
 24  112.80   Total>  37.06   19.62w   336.28   109.57     109.57     49877
 25  112.20   Total>  48.22   25.51w   356.05   117.93     117.93     49877
 26  111.60   Total>  59.43   31.39w   375.86   128.11     128.11     49877
 27  111.00   Total>  70.68   37.28w   395.71   137.93     137.93     49877
 28  110.60   Total>  78.21   21.00m   408.98   146.28     146.28     49877
 29  110.20   Total>  85.76   23.00m   422.27   155.70     155.70     49877
 30  110.00   Total>  89.55   24.00m   428.92   170.82     170.82     49877
 31  109.85   Total>  92.39   24.75m   433.92   161.01     161.01     49877
 32  108.44   Total> 119.37   31.81m   481.15   187.57     187.57     49877
 33  107.03   Total> 146.71   38.88m   528.75   214.29     214.29     49877
 34  105.61   Total> 174.43   45.94m   576.72   241.13     241.13     49877
 35  104.20   Total> 202.50   53.00m   625.05   258.74     258.74     49877
              Total> 202.50   53.00m   352.50   279.20     279.20     69827
 36  103.00   Total> 228.40   78.40    378.40   296.04     296.04     69827
 
Note:     12.34a  Soil pressure at active limit 
         123.45p  Soil pressure at passive limit 
          16.72A  Arching - soil pressure below active limit 
 
FOUNDATION PILING LTD                                       | Sheet No.
Program: WALLAP  Version 6.05  Revision A44.B58.R48         | Job No.  J13053
                             Licensed from GEOSOLVE         | Made by :    MC
Data filename/Run ID: Frognal North Wall_SLS jrp450 wall    |
99A Frognal                                                 | Date:10-03-2014
Section C-C North Wall                                      | Checked :
-----------------------------------------------------------------------------
                                                       Units: kN,m

FOUNDATION PILING LTD                                       | Sheet No.
Program: WALLAP  Version 6.05  Revision A44.B58.R48         | Job No.  J13053
                             Licensed from GEOSOLVE         | Made by :    MC
Data filename/Run ID: Frognal North Wall_SLS jrp450 wall    |
99A Frognal                                                 | Date:10-03-2014
Section C-C North Wall                                      | Checked :
-----------------------------------------------------------------------------
                                                       Units: kN,m
Stage No. 7   Apply water pressure profile no.2  ( Mod. Conserv. )
 
STABILITY ANALYSIS of Fully Embedded Wall according to Strength Factor method
 Factor of safety on soil strength
 
                                FoS for toe       Toe elev. for  
                               elev. =  110.00     FoS = 1.250   
                               ---------------    -------------  
 Stage  --- G.L. ---   Strut   Factor  Moment      Toe    Wall   
  No.   Act.   Pass.    Elev.    of    equilib.   elev.  Penetr  
                               Safety  at elev.          -ation  
   7  122.40  114.80           More than one strut

BENDING MOMENT and DISPLACEMENT ANALYSIS of Fully Embedded Wall
  Analysis options
  Length of wall perpendicular to section = 50.00m
  2-D finite element model.    Soil arching modelled.
  Soil deformations are elastic until the active or passive limit is reached
  Open Tension Crack analysis - No 
 
  Rigid boundaries:     Active side 20.00 from wall      Rough boundary
                       Passive side 20.00 from wall      Rough boundary
  Lower rigid boundary at elevation 103.00               Rough boundary
  Limit State: Serviceability Limit State
    Calculated Bending Moments and Strut Forces are to be multiplied by a factor
    of 1.35 to obtain values for structural design. See summary for factored values.
 
Node    Y      Nett       Wall      Wall      Shear   Bending   Strut     EI of
 no.  coord  pressure     disp.   rotation    force   moment    forces     wall
                kN/m2       m       rad.       kN/m    kN.m/m    kN/m   kN.m2/m
  1  122.40     12.32     0.003  -9.90E-04      0.0      -0.0            107240
  2  121.80     12.83     0.003  -9.97E-04      7.5       2.6            107240
  3  121.40     13.10     0.004  -1.01E-03     12.7       6.7            107240
  4  121.00     13.40     0.004  -1.05E-03     18.0      13.0     43.8   107240
                13.40     0.004  -1.05E-03    -25.8      13.0 
  5  120.50     14.93     0.005  -1.08E-03    -18.7       1.9            107240
  6  120.00     16.94     0.005  -1.07E-03    -10.7      -5.0            107240
  7  119.80     15.53     0.005  -1.06E-03     -7.5      -6.8            107240
                 0.00     0.005  -1.06E-03     -7.5      -6.8 
  8  119.30     10.74     0.006  -1.02E-03     -4.8     -10.8            107240
  9  118.80     16.72     0.006  -9.74E-04      2.1     -11.9            107240
 10  118.20     28.03     0.007  -9.20E-04     15.5      -7.5            107240
 11  117.75     31.76     0.007  -9.09E-04     29.0       2.5            107240
 12  117.30     32.01     0.008  -9.54E-04     43.3      18.8    123.0   107240
                32.01     0.008  -9.54E-04    -79.7      18.8 
 13  117.00     33.73     0.008  -9.75E-04    -69.9      -3.5            107240
                37.71     0.008  -9.75E-04    -69.9      -3.5 
 14  116.80     44.29     0.008  -9.56E-04    -61.7     -16.7            107240
 15  116.48     47.79     0.009  -8.76E-04    -46.7     -36.2            107240
 16  116.15     46.75     0.009  -7.47E-04    -31.3     -48.9            107240
 17  115.83     47.23     0.009  -5.88E-04    -16.1     -56.5            107240
 18  115.50     49.22     0.009  -4.13E-04     -0.4     -59.1            107240
 19  115.15     53.53     0.009  -2.24E-04     17.6     -56.1            107240
 20  114.80     57.71     0.009  -5.73E-05     37.1     -46.5            107240
               -42.36     0.009  -5.73E-05     37.1     -46.5 
 21  114.20    -13.44     0.009   1.62E-04     20.3     -31.9            107240
 22  113.60     -6.32     0.009   3.13E-04     14.4     -22.2            107240
 23  113.20     -7.93     0.009   3.86E-04     11.5     -16.9            107240
 24  112.80     -8.58     0.009   4.42E-04      8.2     -13.0            107240

Run ID. Frognal North Wall_SLS jrp450 wall                  | Sheet No.
99A Frognal                                                 | Date:10-03-2014
Section C-C North Wall                                      | Checked :
-----------------------------------------------------------------------------
                                                              (continued)
Stage No.7   Apply water pressure profile no.2  ( Mod. Conserv. )
 
Node    Y      Nett       Wall      Wall      Shear   Bending   Strut     EI of
 no.  coord  pressure     disp.   rotation    force   moment    forces     wall
                kN/m2       m       rad.       kN/m    kN.m/m    kN/m   kN.m2/m
 25  112.20     -2.79     0.009   5.05E-04      4.8      -9.6            107240
 26  111.60     -0.42     0.008   5.52E-04      3.9      -7.2            107240
 27  111.00      2.42     0.008   5.86E-04      4.5      -5.0            107240
 28  110.60      0.98     0.008   6.01E-04      5.1      -3.0            107240
 29  110.20     -2.94     0.007   6.08E-04      4.8      -0.9            107240
 30  110.00    -25.46     0.007   6.09E-04      1.9      -0.0                 0
 31  109.85      0.34     0.007          0      0.0       0.0                 0
 32  108.44      0.05     0.006          0      0.3       0.0                 0
 33  107.03      0.05     0.005          0      0.4       0.0                 0
 34  105.61      0.05     0.003          0      0.4       0.0                 0
 35  104.20     19.58     0.002          0     14.3       0.0                 0
               -23.19     0.002          0     14.3       0.0 
 36  103.00     -0.65     0.000          0     -0.0       0.0               ---
 At elev. 121.00 Strut force =    131.4 kN/strut =     43.8 kN/m run
 At elev. 117.30 Strut force =    369.1 kN/strut =    123.0 kN/m run
 
Node    Y    ------------------------ ACTIVE side ---------------------------
 no.  coord          ------- Effective stresses -------    Total     Soil   
             Water   Vertic  Active   Passive    Earth     earth   stiffness
             press.    -al   limit     limit   pressure   pressure   coeff. 
              kN/m2   kN/m2   kN/m2     kN/m2    kN/m2      kN/m2     kN/m3
  1  122.40    0.00   10.00    2.73     46.32    12.32      12.32      9957
  2  121.80    0.00   20.17    5.51     93.41    12.83      12.83      9957
  3  121.40    0.00   26.86    7.34    124.41    13.10      13.10      9957
  4  121.00    0.00   33.46    9.14    154.97    13.40      13.40      9957
  5  120.50    0.00   41.57   11.36    192.57    14.93      14.93      9957
  6  120.00    0.00   49.59   13.55    229.71    16.94      16.94      9957
  7  119.80    0.00   52.78   14.42    244.49    15.53      15.53      9957
               0.00   52.78   14.42    244.49     0.00       0.00A    31863
  8  119.30    0.00   61.49   16.80    284.83    10.74      10.74A    31863
  9  118.80    0.00   70.20   19.17    325.17    16.72      16.72A    31863
 10  118.20    0.00   80.68   22.04    373.72    28.03      28.03     31863
 11  117.75    0.00   88.57   24.19    410.27    31.76      31.76     31863
 12  117.30    0.00   96.49   26.36    446.95    32.01      32.01     31863
 13  117.00    0.00  101.79   27.80    471.49    33.73      33.73     31863
              Total> 101.79   27.00m   340.78    37.71      37.71     49785
 14  116.80   Total> 105.33   28.00m   347.19    44.29      44.29     49785
 15  116.48   Total> 111.09   29.62m   357.61    47.79      47.79     49785
 16  116.15   Total> 116.86   31.25m   368.05    46.75      46.75     49785
 17  115.83   Total> 122.65   32.87m   378.50    47.23      47.23     49785
 18  115.50   Total> 128.45   34.50m   388.96    49.22      49.22     49785
 19  115.15   Total> 134.71   36.25m   400.24    53.53      53.53     49785
 20  114.80   Total> 140.98   38.00m   411.53    57.71      57.71     49785
 21  114.20   Total> 151.76   41.00m   430.91    71.73      71.73     49785
 22  113.60   Total> 162.58   44.00m   450.32    86.48      86.48     49785
 23  113.20   Total> 169.80   46.00m   463.28    93.75      93.75     49785
 24  112.80   Total> 177.03   48.00m   476.25   101.30     101.30     49785
 25  112.20   Total> 187.90   51.00m   495.73   115.68     115.68     49785
 26  111.60   Total> 198.79   54.00m   515.22   128.46     128.46     49785
 27  111.00   Total> 209.70   57.00m   534.73   141.36     141.36     49785
 28  110.60   Total> 216.98   59.00m   547.75   148.41     148.41     49785
 29  110.20   Total> 224.27   61.00m   560.77   154.07     154.07     49785
 30  110.00   Total> 227.92   62.00m   567.29   146.67     146.67     49785
 31  109.85   Total> 230.65   62.75m   572.18   162.65     162.65     49785
 32  108.44   Total> 256.46   69.81m   618.23   188.93     188.93     49785
 33  107.03   Total> 282.32   76.88m   664.35   215.65     215.65     49785
 34  105.61   Total> 308.23   83.94m   710.51   242.48     242.48     49785

Run ID. Frognal North Wall_SLS jrp450 wall                  | Sheet No.
99A Frognal                                                 | Date:10-03-2014
Section C-C North Wall                                      | Checked :
-----------------------------------------------------------------------------
                                                              (continued)
Stage No.7   Apply water pressure profile no.2  ( Mod. Conserv. )
 
Node    Y    ------------------------ ACTIVE side ---------------------------
 no.  coord          ------- Effective stresses -------    Total     Soil   
             Water   Vertic  Active   Passive    Earth     earth   stiffness
             press.    -al   limit     limit   pressure   pressure   coeff. 
              kN/m2   kN/m2   kN/m2     kN/m2    kN/m2      kN/m2     kN/m3
 35  104.20   Total> 334.17   91.00m   756.71   279.63     279.63     49785
              Total> 334.17  184.17    484.17   257.31     257.31     69699
 36  103.00   Total> 358.04  208.04    508.04   296.69     296.69     69699

Node    Y    ----------------------- PASSIVE side ---------------------------
 no.  coord          ------- Effective stresses -------    Total     Soil   
             Water   Vertic  Active   Passive    Earth     earth   stiffness
             press.    -al   limit     limit   pressure   pressure   coeff. 
              kN/m2   kN/m2   kN/m2     kN/m2    kN/m2      kN/m2     kN/m3
  1  122.40    0.00    0.00    0.00      0.00     0.00       0.00       0.0
  2  121.80    0.00    0.00    0.00      0.00     0.00       0.00       0.0
  3  121.40    0.00    0.00    0.00      0.00     0.00       0.00       0.0
  4  121.00    0.00    0.00    0.00      0.00     0.00       0.00       0.0
  5  120.50    0.00    0.00    0.00      0.00     0.00       0.00       0.0
  6  120.00    0.00    0.00    0.00      0.00     0.00       0.00       0.0
  7  119.80    0.00    0.00    0.00      0.00     0.00       0.00       0.0
  8  119.30    0.00    0.00    0.00      0.00     0.00       0.00       0.0
  9  118.80    0.00    0.00    0.00      0.00     0.00       0.00       0.0
 10  118.20    0.00    0.00    0.00      0.00     0.00       0.00       0.0
 11  117.75    0.00    0.00    0.00      0.00     0.00       0.00       0.0
 12  117.30    0.00    0.00    0.00      0.00     0.00       0.00       0.0
 13  117.00    0.00    0.00    0.00      0.00     0.00       0.00       0.0
 14  116.80    0.00    0.00    0.00      0.00     0.00       0.00       0.0
 15  116.48    0.00    0.00    0.00      0.00     0.00       0.00       0.0
 16  116.15    0.00    0.00    0.00      0.00     0.00       0.00       0.0
 17  115.83    0.00    0.00    0.00      0.00     0.00       0.00       0.0
 18  115.50    0.00    0.00    0.00      0.00     0.00       0.00       0.0
 19  115.15    0.00    0.00    0.00      0.00     0.00       0.00       0.0
 20  114.80    0.00    0.00    0.00      0.00     0.00       0.00       0.0
              Total>   0.00    0.00    270.54   100.07     100.07     49877
 21  114.20   Total>  11.10    5.89w   290.25    85.17      85.17     49877
 22  113.60   Total>  22.21   11.77w   309.96    92.80      92.80     49877
 23  113.20   Total>  29.63   15.70w   323.11   101.69     101.69     49877
 24  112.80   Total>  37.06   19.62w   336.28   109.88     109.88     49877
 25  112.20   Total>  48.22   25.51w   356.05   118.47     118.47     49877
 26  111.60   Total>  59.43   31.39w   375.86   128.88     128.88     49877
 27  111.00   Total>  70.68   37.28w   395.71   138.93     138.93     49877
 28  110.60   Total>  78.21   21.00m   408.98   147.43     147.43     49877
 29  110.20   Total>  85.76   23.00m   422.27   157.01     157.01     49877
 30  110.00   Total>  89.55   24.00m   428.92   172.13     172.13     49877
 31  109.85   Total>  92.39   24.75m   433.92   162.32     162.32     49877
 32  108.44   Total> 119.37   31.81m   481.15   188.88     188.88     49877
 33  107.03   Total> 146.71   38.88m   528.75   215.60     215.60     49877
 34  105.61   Total> 174.43   45.94m   576.72   242.43     242.43     49877
 35  104.20   Total> 202.50   53.00m   625.05   260.05     260.05     49877
              Total> 202.50   53.00m   352.50   280.50     280.50     69827
 36  103.00   Total> 228.40   78.40    378.40   297.34     297.34     69827
 
Note:     12.34a  Soil pressure at active limit 
         123.45p  Soil pressure at passive limit 
          16.72A  Arching - soil pressure below active limit 
 
FOUNDATION PILING LTD                                       | Sheet No.
Program: WALLAP  Version 6.05  Revision A44.B58.R48         | Job No.  J13053
                             Licensed from GEOSOLVE         | Made by :    MC
Data filename/Run ID: Frognal North Wall_SLS jrp450 wall    |
99A Frognal                                                 | Date:10-03-2014
Section C-C North Wall                                      | Checked :
-----------------------------------------------------------------------------
                                                       Units: kN,m

FOUNDATION PILING LTD                                       | Sheet No.
Program: WALLAP  Version 6.05  Revision A44.B58.R48         | Job No.  J13053
                             Licensed from GEOSOLVE         | Made by :    MC
Data filename/Run ID: Frognal North Wall_SLS jrp450 wall    |
99A Frognal                                                 | Date:10-03-2014
Section C-C North Wall                                      | Checked :
-----------------------------------------------------------------------------
                                                       Units: kN,m
Stage No. 11   Remove strut or anchor no.2 at elevation 117.30
 
STABILITY ANALYSIS of Fully Embedded Wall according to Strength Factor method
 Factor of safety on soil strength
 
                                FoS for toe       Toe elev. for  
                               elev. =  110.00     FoS = 1.250   
                               ---------------    -------------  
 Stage  --- G.L. ---   Strut   Factor  Moment      Toe    Wall   
  No.   Act.   Pass.    Elev.    of    equilib.   elev.  Penetr  
                               Safety  at elev.          -ation  
  11  122.40  114.80           More than one strut

BENDING MOMENT and DISPLACEMENT ANALYSIS of Fully Embedded Wall
  Analysis options
  Length of wall perpendicular to section = 50.00m
  2-D finite element model.    Soil arching modelled.
  Soil deformations are elastic until the active or passive limit is reached
  Open Tension Crack analysis - No 
 
  Rigid boundaries:     Active side 20.00 from wall      Rough boundary
                       Passive side 20.00 from wall      Rough boundary
  Lower rigid boundary at elevation 103.00               Rough boundary
  Limit State: Serviceability Limit State
    Calculated Bending Moments and Strut Forces are to be multiplied by a factor
    of 1.35 to obtain values for structural design. See summary for factored values.
 
Node    Y      Nett       Wall      Wall      Shear   Bending   Strut     EI of
 no.  coord  pressure     disp.   rotation    force   moment    forces     wall
                kN/m2       m       rad.       kN/m    kN.m/m    kN/m   kN.m2/m
  1  122.40     14.06     0.002  -1.09E-03      0.0      -0.0            107240
  2  121.80     14.05     0.003  -1.10E-03      8.4       2.9            107240
  3  121.40     14.16     0.003  -1.11E-03     14.1       7.5            107240
  4  121.00     14.48     0.004  -1.16E-03     19.8      14.3     19.2   107240
                14.48     0.004  -1.16E-03      0.6      14.3 
  5  120.50     16.16     0.004  -1.23E-03      8.3      16.6            107240
  6  120.00     18.29     0.005  -1.32E-03     16.9      23.3     66.7   180000
                18.29     0.005  -1.32E-03    -49.8      23.3 
  7  119.80     16.74     0.005  -1.34E-03    -46.3      13.7            180000
                 3.85     0.005  -1.34E-03    -46.3      13.7 
  8  119.30     11.19     0.006  -1.33E-03    -42.5      -9.2            180000
  9  118.80     13.82     0.007  -1.25E-03    -36.3     -29.1            180000
 10  118.20     22.48     0.007  -1.10E-03    -25.4     -48.2            180000
 11  117.75     24.56     0.008  -9.70E-04    -14.8     -57.2            180000
 12  117.30     25.00     0.008  -8.40E-04     -3.6     -61.3            180000
 13  117.00     22.56     0.009  -7.46E-04      3.5     -61.1            180000
                20.25     0.009  -7.46E-04      3.5     -61.1 
 14  116.80     29.51     0.009  -6.71E-04      8.5     -60.0            180000
 15  116.48     39.69     0.009  -5.33E-04     19.7     -57.4            180000
 16  116.15     43.22     0.009  -3.85E-04     33.2     -49.0            180000
 17  115.83     47.92     0.009  -2.44E-04     48.0     -35.8            180000
 18  115.50     53.18     0.009  -1.25E-04     64.4     -17.6     88.7   180000
                53.18     0.009  -1.25E-04    -24.3     -17.6 
 19  115.15     59.10     0.009  -1.01E-05     -4.6     -22.7            180000
 20  114.80     64.34     0.009   9.95E-05     17.0     -20.5            107240
               -39.33     0.009   9.95E-05     17.0     -20.5 
 21  114.20     -2.11     0.009   2.05E-04      4.6     -17.4            107240
 22  113.60      1.92     0.009   2.96E-04      4.5     -15.1            107240
 23  113.20     -1.37     0.009   3.49E-04      4.6     -13.1            107240

Run ID. Frognal North Wall_SLS jrp450 wall                  | Sheet No.
99A Frognal                                                 | Date:10-03-2014
Section C-C North Wall                                      | Checked :
-----------------------------------------------------------------------------
                                                              (continued)
Stage No.11  Remove strut or anchor no.2 at elevation 117.30
 
Node    Y      Nett       Wall      Wall      Shear   Bending   Strut     EI of
 no.  coord  pressure     disp.   rotation    force   moment    forces     wall
                kN/m2       m       rad.       kN/m    kN.m/m    kN/m   kN.m2/m
 24  112.80     -3.11     0.009   3.94E-04      3.7     -11.4            107240
 25  112.20      0.36     0.008   4.54E-04      2.9      -9.7            107240
 26  111.60      1.44     0.008   5.03E-04      3.4      -8.0            107240
 27  111.00      3.24     0.008   5.41E-04      4.8      -5.7            107240
 28  110.60      1.58     0.008   5.58E-04      5.8      -3.5            107240
 29  110.20     -3.34     0.007   5.66E-04      5.4      -1.0            107240
 30  110.00    -29.22     0.007   5.67E-04      2.2      -0.0                 0
 31  109.85      0.34     0.007          0      0.0       0.0                 0
 32  108.44      0.05     0.006          0      0.3       0.0                 0
 33  107.03      0.05     0.005          0      0.4       0.0                 0
 34  105.61      0.05     0.003          0      0.4       0.0                 0
 35  104.20     19.58     0.002          0     14.3       0.0                 0
               -23.19     0.002          0     14.3       0.0 
 36  103.00     -0.65     0.000          0     -0.0       0.0               ---
 At elev. 121.00 Strut force =     57.6 kN/strut =     19.2 kN/m run
 At elev. 120.00 Strut force =     66.7 kN/strut =     66.7 kN/m run
 At elev. 115.50 Strut force =     88.7 kN/strut =     88.7 kN/m run
 
Node    Y    ------------------------ ACTIVE side ---------------------------
 no.  coord          ------- Effective stresses -------    Total     Soil   
             Water   Vertic  Active   Passive    Earth     earth   stiffness
             press.    -al   limit     limit   pressure   pressure   coeff. 
              kN/m2   kN/m2   kN/m2     kN/m2    kN/m2      kN/m2     kN/m3
  1  122.40    0.00   10.00    2.73     46.32    14.06      14.06      9957
  2  121.80    0.00   20.17    5.51     93.41    14.05      14.05      9957
  3  121.40    0.00   26.86    7.34    124.41    14.16      14.16      9957
  4  121.00    0.00   33.46    9.14    154.97    14.48      14.48      9957
  5  120.50    0.00   41.57   11.36    192.57    16.16      16.16      9957
  6  120.00    0.00   49.59   13.55    229.71    18.29      18.29      9957
  7  119.80    0.00   52.78   14.42    244.49    16.74      16.74      9957
               0.00   52.78   14.42    244.49     3.85       3.85A    31863
  8  119.30    0.00   61.49   16.80    284.83    11.19      11.19A    31863
  9  118.80    0.00   70.20   19.17    325.17    13.82      13.82A    31863
 10  118.20    0.00   80.68   22.04    373.72    22.48      22.48     31863
 11  117.75    0.00   88.57   24.19    410.27    24.56      24.56     31863
 12  117.30    0.00   96.49   26.36    446.95    25.00      25.00A    31863
 13  117.00    0.00  101.79   27.80    471.49    22.56      22.56A    31863
              Total> 101.79   27.00m   340.78    20.25      20.25A    49785
 14  116.80   Total> 105.33   28.00m   347.19    29.51      29.51     49785
 15  116.48   Total> 111.09   29.62m   357.61    39.69      39.69     49785
 16  116.15   Total> 116.86   31.25m   368.05    43.22      43.22     49785
 17  115.83   Total> 122.65   32.87m   378.50    47.92      47.92     49785
 18  115.50   Total> 128.45   34.50m   388.96    53.18      53.18     49785
 19  115.15   Total> 134.71   36.25m   400.24    59.10      59.10     49785
 20  114.80   Total> 140.98   38.00m   411.53    64.34      64.34     49785
 21  114.20   Total> 151.76   41.00m   430.91    78.62      78.62     49785
 22  113.60   Total> 162.58   44.00m   450.32    91.24      91.24     49785
 23  113.20   Total> 169.80   46.00m   463.28    97.67      97.67     49785
 24  112.80   Total> 177.03   48.00m   476.25   104.56     104.56     49785
 25  112.20   Total> 187.90   51.00m   495.73   117.57     117.57     49785
 26  111.60   Total> 198.79   54.00m   515.22   129.61     129.61     49785
 27  111.00   Total> 209.70   57.00m   534.73   141.92     141.92     49785
 28  110.60   Total> 216.98   59.00m   547.75   148.83     148.83     49785
 29  110.20   Total> 224.27   61.00m   560.77   153.98     153.98     49785
 30  110.00   Total> 227.92   62.00m   567.29   144.90     144.90     49785
 31  109.85   Total> 230.65   62.75m   572.18   162.73     162.73     49785
 32  108.44   Total> 256.46   69.81m   618.23   188.94     188.94     49785

Run ID. Frognal North Wall_SLS jrp450 wall                  | Sheet No.
99A Frognal                                                 | Date:10-03-2014
Section C-C North Wall                                      | Checked :
-----------------------------------------------------------------------------
                                                              (continued)
Stage No.11  Remove strut or anchor no.2 at elevation 117.30
 
Node    Y    ------------------------ ACTIVE side ---------------------------
 no.  coord          ------- Effective stresses -------    Total     Soil   
             Water   Vertic  Active   Passive    Earth     earth   stiffness
             press.    -al   limit     limit   pressure   pressure   coeff. 
              kN/m2   kN/m2   kN/m2     kN/m2    kN/m2      kN/m2     kN/m3
 33  107.03   Total> 282.32   76.88m   664.35   215.64     215.64     49785
 34  105.61   Total> 308.23   83.94m   710.51   242.46     242.46     49785
 35  104.20   Total> 334.17   91.00m   756.71   279.61     279.61     49785
              Total> 334.17  184.17    484.17   257.29     257.29     69699
 36  103.00   Total> 358.04  208.04    508.04   296.69     296.69     69699

Node    Y    ----------------------- PASSIVE side ---------------------------
 no.  coord          ------- Effective stresses -------    Total     Soil   
             Water   Vertic  Active   Passive    Earth     earth   stiffness
             press.    -al   limit     limit   pressure   pressure   coeff. 
              kN/m2   kN/m2   kN/m2     kN/m2    kN/m2      kN/m2     kN/m3
  1  122.40    0.00    0.00    0.00      0.00     0.00       0.00       0.0
  2  121.80    0.00    0.00    0.00      0.00     0.00       0.00       0.0
  3  121.40    0.00    0.00    0.00      0.00     0.00       0.00       0.0
  4  121.00    0.00    0.00    0.00      0.00     0.00       0.00       0.0
  5  120.50    0.00    0.00    0.00      0.00     0.00       0.00       0.0
  6  120.00    0.00    0.00    0.00      0.00     0.00       0.00       0.0
  7  119.80    0.00    0.00    0.00      0.00     0.00       0.00       0.0
  8  119.30    0.00    0.00    0.00      0.00     0.00       0.00       0.0
  9  118.80    0.00    0.00    0.00      0.00     0.00       0.00       0.0
 10  118.20    0.00    0.00    0.00      0.00     0.00       0.00       0.0
 11  117.75    0.00    0.00    0.00      0.00     0.00       0.00       0.0
 12  117.30    0.00    0.00    0.00      0.00     0.00       0.00       0.0
 13  117.00    0.00    0.00    0.00      0.00     0.00       0.00       0.0
 14  116.80    0.00    0.00    0.00      0.00     0.00       0.00       0.0
 15  116.48    0.00    0.00    0.00      0.00     0.00       0.00       0.0
 16  116.15    0.00    0.00    0.00      0.00     0.00       0.00       0.0
 17  115.83    0.00    0.00    0.00      0.00     0.00       0.00       0.0
 18  115.50    0.00    0.00    0.00      0.00     0.00       0.00       0.0
 19  115.15    0.00    0.00    0.00      0.00     0.00       0.00       0.0
 20  114.80    0.00    0.00    0.00      0.00     0.00       0.00       0.0
              Total>   0.00    0.00    270.54   103.67     103.67     49877
 21  114.20   Total>  11.10    5.89w   290.25    80.73      80.73     49877
 22  113.60   Total>  22.21   11.77w   309.96    89.32      89.32     49877
 23  113.20   Total>  29.63   15.70w   323.11    99.04      99.04     49877
 24  112.80   Total>  37.06   19.62w   336.28   107.67     107.67     49877
 25  112.20   Total>  48.22   25.51w   356.05   117.22     117.22     49877
 26  111.60   Total>  59.43   31.39w   375.86   128.17     128.17     49877
 27  111.00   Total>  70.68   37.28w   395.71   138.68     138.68     49877
 28  110.60   Total>  78.21   21.00m   408.98   147.25     147.25     49877
 29  110.20   Total>  85.76   23.00m   422.27   157.32     157.32     49877
 30  110.00   Total>  89.55   24.00m   428.92   174.11     174.11     49877
 31  109.85   Total>  92.39   24.75m   433.92   162.39     162.39     49877
 32  108.44   Total> 119.37   31.81m   481.15   188.89     188.89     49877
 33  107.03   Total> 146.71   38.88m   528.75   215.59     215.59     49877
 34  105.61   Total> 174.43   45.94m   576.72   242.41     242.41     49877
 35  104.20   Total> 202.50   53.00m   625.05   260.04     260.04     49877
              Total> 202.50   53.00m   352.50   280.48     280.48     69827
 36  103.00   Total> 228.40   78.40    378.40   297.34     297.34     69827
 
Note:     12.34a  Soil pressure at active limit 
         123.45p  Soil pressure at passive limit 
          20.25A  Arching - soil pressure below active limit 
 
FOUNDATION PILING LTD                                       | Sheet No.
Program: WALLAP  Version 6.05  Revision A44.B58.R48         | Job No.  J13053
                             Licensed from GEOSOLVE         | Made by :    MC
Data filename/Run ID: Frognal North Wall_SLS jrp450 wall    |
99A Frognal                                                 | Date:10-03-2014
Section C-C North Wall                                      | Checked :
-----------------------------------------------------------------------------
                                                       Units: kN,m

FOUNDATION PILING LTD                                       | Sheet No.
Program: WALLAP  Version 6.05  Revision A44.B58.R48         | Job No.  J13053
                             Licensed from GEOSOLVE         | Made by :    MC
Data filename/Run ID: Frognal North Wall_SLS jrp450 wall    |
99A Frognal                                                 | Date:10-03-2014
Section C-C North Wall                                      | Checked :
-----------------------------------------------------------------------------
                                                       Units: kN,m
Stage No. 12   Remove strut or anchor no.1 at elevation 121.00
 
STABILITY ANALYSIS of Fully Embedded Wall according to Strength Factor method
 Factor of safety on soil strength
 
                                FoS for toe       Toe elev. for  
                               elev. =  110.00     FoS = 1.250   
                               ---------------    -------------  
 Stage  --- G.L. ---   Strut   Factor  Moment      Toe    Wall   
  No.   Act.   Pass.    Elev.    of    equilib.   elev.  Penetr  
                               Safety  at elev.          -ation  
  12  122.40  114.80           More than one strut

BENDING MOMENT and DISPLACEMENT ANALYSIS of Fully Embedded Wall
  Analysis options
  Length of wall perpendicular to section = 50.00m
  2-D finite element model.    Soil arching modelled.
  Soil deformations are elastic until the active or passive limit is reached
  Open Tension Crack analysis - No 
 
  Rigid boundaries:     Active side 20.00 from wall      Rough boundary
                       Passive side 20.00 from wall      Rough boundary
  Lower rigid boundary at elevation 103.00               Rough boundary
  Limit State: Serviceability Limit State
    Calculated Bending Moments and Strut Forces are to be multiplied by a factor
    of 1.35 to obtain values for structural design. See summary for factored values.
 
Node    Y      Nett       Wall      Wall      Shear   Bending   Strut     EI of
 no.  coord  pressure     disp.   rotation    force   moment    forces     wall
                kN/m2       m       rad.       kN/m    kN.m/m    kN/m   kN.m2/m
  1  122.40     12.01     0.003  -9.28E-04      0.0      -0.0            107240
  2  121.80     12.85     0.003  -9.35E-04      7.5       2.6            107240
  3  121.40     13.41     0.004  -9.52E-04     12.7       6.6            107240
  4  121.00     14.04     0.004  -9.89E-04     18.2      12.9            107240
  5  120.50     16.07     0.005  -1.07E-03     25.7      23.9            107240
  6  120.00     18.36     0.005  -1.22E-03     34.3      39.3     90.0   180000
                18.36     0.005  -1.22E-03    -55.7      39.3 
  7  119.80     16.80     0.005  -1.25E-03    -52.2      28.6            180000
                 4.04     0.005  -1.25E-03    -52.2      28.6 
  8  119.30     12.05     0.006  -1.28E-03    -48.2       2.7            180000
  9  118.80     14.88     0.007  -1.23E-03    -41.4     -19.9            180000
 10  118.20     23.47     0.007  -1.11E-03    -29.9     -41.9            180000
 11  117.75     25.36     0.008  -9.89E-04    -18.9     -52.9            180000
 12  117.30     25.59     0.008  -8.67E-04     -7.5     -58.7            180000
 13  117.00     23.43     0.008  -7.77E-04     -0.1     -59.7            180000
                21.62     0.008  -7.77E-04     -0.1     -59.7 
 14  116.80     30.51     0.009  -7.03E-04      5.1     -59.3            180000
 15  116.48     40.10     0.009  -5.65E-04     16.6     -57.8            180000
 16  116.15     43.30     0.009  -4.16E-04     30.1     -50.3            180000
 17  115.83     47.72     0.009  -2.71E-04     44.9     -38.1            180000
 18  115.50     52.78     0.009  -1.47E-04     61.3     -20.9     83.5   180000
                52.78     0.009  -1.47E-04    -22.3     -20.9 
 19  115.15     58.60     0.009  -2.66E-05     -2.8     -25.4            180000
 20  114.80     63.76     0.009   8.77E-05     18.6     -22.6            107240
               -39.65     0.009   8.77E-05     18.6     -22.6 
 21  114.20     -3.04     0.009   2.02E-04      5.8     -18.6            107240
 22  113.60      1.26     0.009   2.98E-04      5.3     -15.6            107240
 23  113.20     -1.90     0.009   3.52E-04      5.2     -13.4            107240
 24  112.80     -3.56     0.009   3.99E-04      4.1     -11.5            107240

Run ID. Frognal North Wall_SLS jrp450 wall                  | Sheet No.
99A Frognal                                                 | Date:10-03-2014
Section C-C North Wall                                      | Checked :
-----------------------------------------------------------------------------
                                                              (continued)
Stage No.12  Remove strut or anchor no.1 at elevation 121.00
 
Node    Y      Nett       Wall      Wall      Shear   Bending   Strut     EI of
 no.  coord  pressure     disp.   rotation    force   moment    forces     wall
                kN/m2       m       rad.       kN/m    kN.m/m    kN/m   kN.m2/m
 25  112.20      0.10     0.008   4.58E-04      3.0      -9.7            107240
 26  111.60      1.29     0.008   5.07E-04      3.5      -7.9            107240
 27  111.00      3.17     0.008   5.45E-04      4.8      -5.6            107240
 28  110.60      1.53     0.008   5.62E-04      5.7      -3.4            107240
 29  110.20     -3.30     0.007   5.70E-04      5.4      -1.0            107240
 30  110.00    -28.88     0.007   5.71E-04      2.2      -0.0                 0
 31  109.85      0.34     0.007          0      0.0       0.0                 0
 32  108.44      0.05     0.006          0      0.3       0.0                 0
 33  107.03      0.05     0.005          0      0.4       0.0                 0
 34  105.61      0.05     0.003          0      0.4       0.0                 0
 35  104.20     19.58     0.002          0     14.3       0.0                 0
               -23.19     0.002          0     14.3       0.0 
 36  103.00     -0.65     0.000          0     -0.0       0.0               ---
 At elev. 120.00 Strut force =     90.0 kN/strut =     90.0 kN/m run
 At elev. 115.50 Strut force =     83.5 kN/strut =     83.5 kN/m run
 
Node    Y    ------------------------ ACTIVE side ---------------------------
 no.  coord          ------- Effective stresses -------    Total     Soil   
             Water   Vertic  Active   Passive    Earth     earth   stiffness
             press.    -al   limit     limit   pressure   pressure   coeff. 
              kN/m2   kN/m2   kN/m2     kN/m2    kN/m2      kN/m2     kN/m3
  1  122.40    0.00   10.00    2.73     46.32    12.01      12.01      9957
  2  121.80    0.00   20.17    5.51     93.41    12.85      12.85      9957
  3  121.40    0.00   26.86    7.34    124.41    13.41      13.41      9957
  4  121.00    0.00   33.46    9.14    154.97    14.04      14.04      9957
  5  120.50    0.00   41.57   11.36    192.57    16.07      16.07      9957
  6  120.00    0.00   49.59   13.55    229.71    18.36      18.36      9957
  7  119.80    0.00   52.78   14.42    244.49    16.80      16.80      9957
               0.00   52.78   14.42    244.49     4.04       4.04A    31863
  8  119.30    0.00   61.49   16.80    284.83    12.05      12.05A    31863
  9  118.80    0.00   70.20   19.17    325.17    14.88      14.88A    31863
 10  118.20    0.00   80.68   22.04    373.72    23.47      23.47     31863
 11  117.75    0.00   88.57   24.19    410.27    25.36      25.36     31863
 12  117.30    0.00   96.49   26.36    446.95    25.59      25.59A    31863
 13  117.00    0.00  101.79   27.80    471.49    23.43      23.43A    31863
              Total> 101.79   27.00m   340.78    21.62      21.62A    49785
 14  116.80   Total> 105.33   28.00m   347.19    30.51      30.51     49785
 15  116.48   Total> 111.09   29.62m   357.61    40.10      40.10     49785
 16  116.15   Total> 116.86   31.25m   368.05    43.30      43.30     49785
 17  115.83   Total> 122.65   32.87m   378.50    47.72      47.72     49785
 18  115.50   Total> 128.45   34.50m   388.96    52.78      52.78     49785
 19  115.15   Total> 134.71   36.25m   400.24    58.60      58.60     49785
 20  114.80   Total> 140.98   38.00m   411.53    63.76      63.76     49785
 21  114.20   Total> 151.76   41.00m   430.91    78.04      78.04     49785
 22  113.60   Total> 162.58   44.00m   450.32    90.84      90.84     49785
 23  113.20   Total> 169.80   46.00m   463.28    97.34      97.34     49785
 24  112.80   Total> 177.03   48.00m   476.25   104.28     104.28     49785
 25  112.20   Total> 187.90   51.00m   495.73   117.41     117.41     49785
 26  111.60   Total> 198.79   54.00m   515.22   129.50     129.50     49785
 27  111.00   Total> 209.70   57.00m   534.73   141.86     141.86     49785
 28  110.60   Total> 216.98   59.00m   547.75   148.78     148.78     49785
 29  110.20   Total> 224.27   61.00m   560.77   153.98     153.98     49785
 30  110.00   Total> 227.92   62.00m   567.29   145.04     145.04     49785
 31  109.85   Total> 230.65   62.75m   572.18   162.71     162.71     49785
 32  108.44   Total> 256.46   69.81m   618.23   188.92     188.92     49785
 33  107.03   Total> 282.32   76.88m   664.35   215.62     215.62     49785
 34  105.61   Total> 308.23   83.94m   710.51   242.45     242.45     49785

Run ID. Frognal North Wall_SLS jrp450 wall                  | Sheet No.
99A Frognal                                                 | Date:10-03-2014
Section C-C North Wall                                      | Checked :
-----------------------------------------------------------------------------
                                                              (continued)
Stage No.12  Remove strut or anchor no.1 at elevation 121.00
 
Node    Y    ------------------------ ACTIVE side ---------------------------
 no.  coord          ------- Effective stresses -------    Total     Soil   
             Water   Vertic  Active   Passive    Earth     earth   stiffness
             press.    -al   limit     limit   pressure   pressure   coeff. 
              kN/m2   kN/m2   kN/m2     kN/m2    kN/m2      kN/m2     kN/m3
 35  104.20   Total> 334.17   91.00m   756.71   279.60     279.60     49785
              Total> 334.17  184.17    484.17   257.27     257.27     69699
 36  103.00   Total> 358.04  208.04    508.04   296.69     296.69     69699

Node    Y    ----------------------- PASSIVE side ---------------------------
 no.  coord          ------- Effective stresses -------    Total     Soil   
             Water   Vertic  Active   Passive    Earth     earth   stiffness
             press.    -al   limit     limit   pressure   pressure   coeff. 
              kN/m2   kN/m2   kN/m2     kN/m2    kN/m2      kN/m2     kN/m3
  1  122.40    0.00    0.00    0.00      0.00     0.00       0.00       0.0
  2  121.80    0.00    0.00    0.00      0.00     0.00       0.00       0.0
  3  121.40    0.00    0.00    0.00      0.00     0.00       0.00       0.0
  4  121.00    0.00    0.00    0.00      0.00     0.00       0.00       0.0
  5  120.50    0.00    0.00    0.00      0.00     0.00       0.00       0.0
  6  120.00    0.00    0.00    0.00      0.00     0.00       0.00       0.0
  7  119.80    0.00    0.00    0.00      0.00     0.00       0.00       0.0
  8  119.30    0.00    0.00    0.00      0.00     0.00       0.00       0.0
  9  118.80    0.00    0.00    0.00      0.00     0.00       0.00       0.0
 10  118.20    0.00    0.00    0.00      0.00     0.00       0.00       0.0
 11  117.75    0.00    0.00    0.00      0.00     0.00       0.00       0.0
 12  117.30    0.00    0.00    0.00      0.00     0.00       0.00       0.0
 13  117.00    0.00    0.00    0.00      0.00     0.00       0.00       0.0
 14  116.80    0.00    0.00    0.00      0.00     0.00       0.00       0.0
 15  116.48    0.00    0.00    0.00      0.00     0.00       0.00       0.0
 16  116.15    0.00    0.00    0.00      0.00     0.00       0.00       0.0
 17  115.83    0.00    0.00    0.00      0.00     0.00       0.00       0.0
 18  115.50    0.00    0.00    0.00      0.00     0.00       0.00       0.0
 19  115.15    0.00    0.00    0.00      0.00     0.00       0.00       0.0
 20  114.80    0.00    0.00    0.00      0.00     0.00       0.00       0.0
              Total>   0.00    0.00    270.54   103.41     103.41     49877
 21  114.20   Total>  11.10    5.89w   290.25    81.08      81.08     49877
 22  113.60   Total>  22.21   11.77w   309.96    89.59      89.59     49877
 23  113.20   Total>  29.63   15.70w   323.11    99.24      99.24     49877
 24  112.80   Total>  37.06   19.62w   336.28   107.84     107.84     49877
 25  112.20   Total>  48.22   25.51w   356.05   117.30     117.30     49877
 26  111.60   Total>  59.43   31.39w   375.86   128.21     128.21     49877
 27  111.00   Total>  70.68   37.28w   395.71   138.68     138.68     49877
 28  110.60   Total>  78.21   21.00m   408.98   147.25     147.25     49877
 29  110.20   Total>  85.76   23.00m   422.27   157.28     157.28     49877
 30  110.00   Total>  89.55   24.00m   428.92   173.92     173.92     49877
 31  109.85   Total>  92.39   24.75m   433.92   162.37     162.37     49877
 32  108.44   Total> 119.37   31.81m   481.15   188.87     188.87     49877
 33  107.03   Total> 146.71   38.88m   528.75   215.57     215.57     49877
 34  105.61   Total> 174.43   45.94m   576.72   242.40     242.40     49877
 35  104.20   Total> 202.50   53.00m   625.05   260.02     260.02     49877
              Total> 202.50   53.00m   352.50   280.47     280.47     69827
 36  103.00   Total> 228.40   78.40    378.40   297.34     297.34     69827
 
Note:     12.34a  Soil pressure at active limit 
         123.45p  Soil pressure at passive limit 
          21.62A  Arching - soil pressure below active limit 
 
FOUNDATION PILING LTD                                       | Sheet No.
Program: WALLAP  Version 6.05  Revision A44.B58.R48         | Job No.  J13053
                             Licensed from GEOSOLVE         | Made by :    MC
Data filename/Run ID: Frognal North Wall_SLS jrp450 wall    |
99A Frognal                                                 | Date:10-03-2014
Section C-C North Wall                                      | Checked :
-----------------------------------------------------------------------------
                                                       Units: kN,m

FOUNDATION PILING LTD                                       | Sheet No.
Program: WALLAP  Version 6.05  Revision A44.B58.R48         | Job No.  J13053
                             Licensed from GEOSOLVE         | Made by :    MC
Data filename/Run ID: Frognal North Wall_SLS jrp450 wall    |
99A Frognal                                                 | Date:10-03-2014
Section C-C North Wall                                      | Checked :
-----------------------------------------------------------------------------
                                                       Units: kN,m
Stage No. 14   Change properties of soil type 1 to soil type 5
              Ko pressures will be reset
 
STABILITY ANALYSIS of Fully Embedded Wall according to Strength Factor method
 Factor of safety on soil strength
 
                                FoS for toe       Toe elev. for  
                               elev. =  110.00     FoS = 1.250   
                               ---------------    -------------  
 Stage  --- G.L. ---   Strut   Factor  Moment      Toe    Wall   
  No.   Act.   Pass.    Elev.    of    equilib.   elev.  Penetr  
                               Safety  at elev.          -ation  
  14  122.40  114.80           More than one strut

BENDING MOMENT and DISPLACEMENT ANALYSIS of Fully Embedded Wall
  Analysis options
  Length of wall perpendicular to section = 50.00m
  2-D finite element model.    Soil arching modelled.
  Soil deformations are elastic until the active or passive limit is reached
  Open Tension Crack analysis - No 
 
  Rigid boundaries:     Active side 20.00 from wall      Rough boundary
                       Passive side 20.00 from wall      Rough boundary
  Lower rigid boundary at elevation 103.00               Rough boundary
  Limit State: Serviceability Limit State
    Calculated Bending Moments and Strut Forces are to be multiplied by a factor
    of 1.35 to obtain values for structural design. See summary for factored values.
 
Node    Y      Nett       Wall      Wall      Shear   Bending   Strut     EI of
 no.  coord  pressure     disp.   rotation    force   moment    forces     wall
                kN/m2       m       rad.       kN/m    kN.m/m    kN/m   kN.m2/m
  1  122.40     12.98     0.004  -2.23E-04      0.0      -0.0            107240
  2  121.80     11.76     0.005  -2.30E-04      7.4       2.7            107240
  3  121.40     11.54     0.005  -2.48E-04     12.1       6.7            107240
  4  121.00     14.89     0.005  -2.84E-04     17.4      12.6            107240
  5  120.50     19.46     0.005  -3.68E-04     26.0      23.4            107240
  6  120.00     24.53     0.005  -5.15E-04     36.9      39.5    103.6   180000
                24.53     0.005  -5.15E-04    -66.7      39.5 
  7  119.80     27.87     0.005  -5.47E-04    -61.5      26.6            180000
                 8.79     0.005  -5.47E-04    -61.5      26.6 
  8  119.30      9.96     0.006  -5.63E-04    -56.8      -3.3            180000
  9  118.80     10.63     0.006  -4.94E-04    -51.6     -30.5            180000
 10  118.20     19.12     0.006  -3.23E-04    -42.7     -59.4            180000
 11  117.75     21.88     0.006  -1.48E-04    -33.5     -76.6            180000
 12  117.30     23.58     0.006   4.03E-05    -23.3     -89.3            180000
 13  117.00     25.96     0.006   1.85E-04    -15.8     -95.1            180000
                25.58     0.006   1.85E-04    -15.8     -95.1 
 14  116.80     29.76     0.006   3.00E-04    -10.3     -97.7            180000
 15  116.48     41.37     0.006   5.12E-04      1.3    -101.2            180000
 16  116.15     48.21     0.006   7.44E-04     15.8     -98.7            180000
 17  115.83     57.09     0.005   9.80E-04     32.9     -90.9            180000
 18  115.50     67.78     0.005   1.20E-03     53.2     -77.1     -0.0   180000
 19  115.15     82.35     0.005   1.40E-03     79.5     -54.2            180000
 20  114.80     95.32     0.004   1.54E-03    110.6     -21.2            107240
              -123.27     0.004   1.54E-03    110.6     -21.2 
 21  114.20    -73.88     0.003   1.54E-03     51.5      23.0            107240
 22  113.60    -36.24     0.002   1.36E-03     18.4      40.6            107240
 23  113.20    -29.42     0.002   1.20E-03      5.3      45.1            107240
 24  112.80    -21.24     0.001   1.03E-03     -4.8      44.8            107240

Run ID. Frognal North Wall_SLS jrp450 wall                  | Sheet No.
99A Frognal                                                 | Date:10-03-2014
Section C-C North Wall                                      | Checked :
-----------------------------------------------------------------------------
                                                              (continued)
Stage No.14  Change properties of soil type 1 to soil type 5
              Ko pressures will be reset
 
Node    Y      Nett       Wall      Wall      Shear   Bending   Strut     EI of
 no.  coord  pressure     disp.   rotation    force   moment    forces     wall
                kN/m2       m       rad.       kN/m    kN.m/m    kN/m   kN.m2/m
 25  112.20     -8.04     0.001   8.05E-04    -13.6      38.1            107240
 26  111.60     -3.55     0.000   6.18E-04    -17.1      28.5            107240
 27  111.00     -1.25     0.000   4.89E-04    -18.5      17.7            107240
 28  110.60      0.84    -0.000   4.37E-04    -18.6      10.2            107240
 29  110.20     13.87    -0.000   4.12E-04    -15.7       2.9            107240
 30  110.00     81.66    -0.000   4.10E-04     -6.1      -0.0                 0
 31  109.85     -1.43    -0.000          0     -0.1       0.0                 0
 32  108.44     -0.14    -0.000          0     -1.2       0.0                 0
 33  107.03     -0.06    -0.000          0     -1.4       0.0                 0
 34  105.61      0.01    -0.000          0     -1.4       0.0                 0
 35  104.20      1.84    -0.000          0     -0.1       0.0                 0
                -1.43    -0.000          0     -0.1       0.0 
 36  103.00      1.59     0.000          0     -0.0       0.0               ---
 At elev. 120.00 Strut force =    103.6 kN/strut =    103.6 kN/m run
 At elev. 115.50 The strut is slack
 
Node    Y    ------------------------ ACTIVE side ---------------------------
 no.  coord          ------- Effective stresses -------    Total     Soil   
             Water   Vertic  Active   Passive    Earth     earth   stiffness
             press.    -al   limit     limit   pressure   pressure   coeff. 
              kN/m2   kN/m2   kN/m2     kN/m2    kN/m2      kN/m2     kN/m3
  1  122.40    0.00   10.00    2.73     46.32    12.98      12.98      9957
  2  121.80    0.00   20.17    5.51     93.41    11.76      11.76      9957
  3  121.40    0.00   26.86    7.34    124.41    11.54      11.54      9957
  4  121.00    0.00   33.46    9.14    154.97    14.89      14.89      9957
  5  120.50    0.00   41.57   11.36    192.57    19.46      19.46      9957
  6  120.00    0.00   49.59   13.55    229.71    24.53      24.53      9957
  7  119.80    0.00   52.78   14.42    244.49    27.87      27.87      9957
               0.00   52.78   14.42    244.49     8.79       8.79A    31863
  8  119.30    0.00   61.49   16.80    284.83     9.96       9.96A    31863
  9  118.80    0.00   70.20   19.17    325.17    10.63      10.63A    31863
 10  118.20    0.00   80.68   22.04    373.72    19.12      19.12A    31863
 11  117.75    0.00   88.57   24.19    410.27    21.88      21.88A    31863
 12  117.30    0.00   96.49   26.36    446.95    23.58      23.58A    31863
 13  117.00    0.00  101.79   27.80    471.49    25.96      25.96A    31863
              Total> 101.79   27.00m   340.78    25.58      25.58A    49785
 14  116.80   Total> 105.33   28.00m   347.19    29.76      29.76     49785
 15  116.48   Total> 111.09   29.62m   357.61    41.37      41.37     49785
 16  116.15   Total> 116.86   31.25m   368.05    48.21      48.21     49785
 17  115.83   Total> 122.65   32.87m   378.50    57.09      57.09     49785
 18  115.50   Total> 128.45   34.50m   388.96    67.78      67.78     49785
 19  115.15   Total> 134.71   36.25m   400.24    82.35      82.35     49785
 20  114.80   Total> 140.98   38.00m   411.53    95.32      95.32     49785
 21  114.20   Total> 151.76   41.00m   430.91   131.98     131.98     49785
 22  113.60   Total> 162.58   44.00m   450.32   159.98     159.98     49785
 23  113.20   Total> 169.80   46.00m   463.28   170.65     170.65     49785
 24  112.80   Total> 177.03   48.00m   476.25   181.61     181.61     49785
 25  112.20   Total> 187.90   51.00m   495.73   197.83     197.83     49785
 26  111.60   Total> 198.79   54.00m   515.22   210.07     210.07     49785
 27  111.00   Total> 209.70   57.00m   534.73   221.23     221.23     49785
 28  110.60   Total> 216.98   59.00m   547.75   229.01     229.01     49785
 29  110.20   Total> 224.27   61.00m   560.77   242.26     242.26     49785
 30  110.00   Total> 227.92   62.00m   567.29   279.37     279.37     49785
 31  109.85   Total> 230.65   62.75m   572.18   240.12     240.12     49785
 32  108.44   Total> 256.46   69.81m   618.23   263.58     263.58     49785
 33  107.03   Total> 282.32   76.88m   664.35   286.41     286.41     49785

Run ID. Frognal North Wall_SLS jrp450 wall                  | Sheet No.
99A Frognal                                                 | Date:10-03-2014
Section C-C North Wall                                      | Checked :
-----------------------------------------------------------------------------
                                                              (continued)
Stage No.14  Change properties of soil type 1 to soil type 5
              Ko pressures will be reset
 
Node    Y    ------------------------ ACTIVE side ---------------------------
 no.  coord          ------- Effective stresses -------    Total     Soil   
             Water   Vertic  Active   Passive    Earth     earth   stiffness
             press.    -al   limit     limit   pressure   pressure   coeff. 
              kN/m2   kN/m2   kN/m2     kN/m2    kN/m2      kN/m2     kN/m3
 34  105.61   Total> 308.23   83.94m   710.51   309.31     309.31     49785
 35  104.20   Total> 334.17   91.00m   756.71   333.01     333.01     49785
              Total> 334.17  184.17    484.17   332.05     332.05     69699
 36  103.00   Total> 358.04  208.04    508.04   352.70     352.70     69699

Node    Y    ----------------------- PASSIVE side ---------------------------
 no.  coord          ------- Effective stresses -------    Total     Soil   
             Water   Vertic  Active   Passive    Earth     earth   stiffness
             press.    -al   limit     limit   pressure   pressure   coeff. 
              kN/m2   kN/m2   kN/m2     kN/m2    kN/m2      kN/m2     kN/m3
  1  122.40    0.00    0.00    0.00      0.00     0.00       0.00       0.0
  2  121.80    0.00    0.00    0.00      0.00     0.00       0.00       0.0
  3  121.40    0.00    0.00    0.00      0.00     0.00       0.00       0.0
  4  121.00    0.00    0.00    0.00      0.00     0.00       0.00       0.0
  5  120.50    0.00    0.00    0.00      0.00     0.00       0.00       0.0
  6  120.00    0.00    0.00    0.00      0.00     0.00       0.00       0.0
  7  119.80    0.00    0.00    0.00      0.00     0.00       0.00       0.0
  8  119.30    0.00    0.00    0.00      0.00     0.00       0.00       0.0
  9  118.80    0.00    0.00    0.00      0.00     0.00       0.00       0.0
 10  118.20    0.00    0.00    0.00      0.00     0.00       0.00       0.0
 11  117.75    0.00    0.00    0.00      0.00     0.00       0.00       0.0
 12  117.30    0.00    0.00    0.00      0.00     0.00       0.00       0.0
 13  117.00    0.00    0.00    0.00      0.00     0.00       0.00       0.0
 14  116.80    0.00    0.00    0.00      0.00     0.00       0.00       0.0
 15  116.48    0.00    0.00    0.00      0.00     0.00       0.00       0.0
 16  116.15    0.00    0.00    0.00      0.00     0.00       0.00       0.0
 17  115.83    0.00    0.00    0.00      0.00     0.00       0.00       0.0
 18  115.50    0.00    0.00    0.00      0.00     0.00       0.00       0.0
 19  115.15    0.00    0.00    0.00      0.00     0.00       0.00       0.0
 20  114.80    0.00    0.00    0.00      0.00     0.00       0.00       0.0
              Total> 160.00    0.00    430.54   218.60     218.60     49877
 21  114.20   Total> 170.80    5.89w   449.94   205.86     205.86     49877
 22  113.60   Total> 181.52   11.77w   469.27   196.21     196.21     49877
 23  113.20   Total> 188.58   15.70w   482.07   200.08     200.08     49877
 24  112.80   Total> 195.56   19.62w   494.78   202.85     202.85     49877
 25  112.20   Total> 205.83   25.51w   513.66   205.87     205.87     49877
 26  111.60   Total> 215.84   31.39w   532.27   213.62     213.62     49877
 27  111.00   Total> 225.57   37.28w   550.61   222.48     222.48     49877
 28  110.60   Total> 231.91   21.00m   562.67   228.17     228.17     49877
 29  110.20   Total> 238.12   23.00m   574.62   228.39     228.39     49877
 30  110.00   Total> 241.18   24.00m   580.55   197.71     197.71     49877
 31  109.85   Total> 243.46   24.75m   584.98   241.55     241.55     49877
 32  108.44   Total> 264.27   31.81m   626.05   263.72     263.72     49877
 33  107.03   Total> 284.27   38.88m   666.31   286.47     286.47     49877
 34  105.61   Total> 303.97   45.94m   706.25   309.30     309.30     49877
 35  104.20   Total> 323.76   53.00m   746.30   331.17     331.17     49877
              Total> 323.76  173.76    473.76   333.48     333.48     69827
 36  103.00   Total> 342.66  192.66    492.66   351.11     351.11     69827
 
Note:     12.34a  Soil pressure at active limit 
         123.45p  Soil pressure at passive limit 
          25.58A  Arching - soil pressure below active limit 
 
FOUNDATION PILING LTD                                       | Sheet No.
Program: WALLAP  Version 6.05  Revision A44.B58.R48         | Job No.  J13053
                             Licensed from GEOSOLVE         | Made by :    MC
Data filename/Run ID: Frognal North Wall_SLS jrp450 wall    |
99A Frognal                                                 | Date:10-03-2014
Section C-C North Wall                                      | Checked :
-----------------------------------------------------------------------------
                                                       Units: kN,m

FOUNDATION PILING LTD                                       | Sheet No.
Program: WALLAP  Version 6.05  Revision A44.B58.R48         | Job No.  J13053
                             Licensed from GEOSOLVE         | Made by :    MC
Data filename/Run ID: Frognal North Wall_SLS jrp450 wall    |
99A Frognal                                                 | Date:10-03-2014
Section C-C North Wall                                      | Checked :
-----------------------------------------------------------------------------
                                                       Units: kN,m
Stage No. 15   Change properties of soil type 2 to soil type 6
              Ko pressures will be reset
 
STABILITY ANALYSIS of Fully Embedded Wall according to Strength Factor method
 Factor of safety on soil strength
 
                                FoS for toe       Toe elev. for  
                               elev. =  110.00     FoS = 1.250   
                               ---------------    -------------  
 Stage  --- G.L. ---   Strut   Factor  Moment      Toe    Wall   
  No.   Act.   Pass.    Elev.    of    equilib.   elev.  Penetr  
                               Safety  at elev.          -ation  
  15  122.40  114.80           More than one strut

BENDING MOMENT and DISPLACEMENT ANALYSIS of Fully Embedded Wall
  Analysis options
  Length of wall perpendicular to section = 50.00m
  2-D finite element model.    Soil arching modelled.
  Soil deformations are elastic until the active or passive limit is reached
  Open Tension Crack analysis - No 
 
  Rigid boundaries:     Active side 20.00 from wall      Rough boundary
                       Passive side 20.00 from wall      Rough boundary
  Lower rigid boundary at elevation 103.00               Rough boundary
  Limit State: Serviceability Limit State
    Calculated Bending Moments and Strut Forces are to be multiplied by a factor
    of 1.35 to obtain values for structural design. See summary for factored values.
 
Node    Y      Nett       Wall      Wall      Shear   Bending   Strut     EI of
 no.  coord  pressure     disp.   rotation    force   moment    forces     wall
                kN/m2       m       rad.       kN/m    kN.m/m    kN/m   kN.m2/m
  1  122.40     16.68     0.004  -5.05E-04      0.0      -0.0            107240
  2  121.80     14.18     0.004  -5.15E-04      9.3       3.4            107240
  3  121.40     13.38     0.004  -5.36E-04     14.8       8.3            107240
  4  121.00     16.42     0.004  -5.81E-04     20.7      15.4            107240
  5  120.50     20.75     0.005  -6.82E-04     30.0      28.1            107240
  6  120.00     25.69     0.005  -8.56E-04     41.6      46.3    145.1   180000
                25.69     0.005  -8.56E-04   -103.5      46.3 
  7  119.80     28.86     0.005  -8.92E-04    -98.1      26.2            180000
                29.53     0.005  -8.92E-04    -98.1      26.2 
  8  119.30     30.67     0.006  -8.85E-04    -83.0     -19.3            180000
  9  118.80     32.48     0.006  -7.57E-04    -67.2     -56.9            180000
 10  118.20     36.28     0.007  -4.88E-04    -46.6     -91.4            180000
 11  117.75     39.66     0.007  -2.34E-04    -29.5    -108.6            180000
 12  117.30     44.00     0.007   3.02E-05    -10.7    -117.6            180000
 13  117.00     43.92     0.007   2.18E-04      2.5    -118.7            180000
                14.68     0.007   2.18E-04      2.5    -118.7 
 14  116.80     28.00     0.007   3.57E-04      6.8    -117.9            180000
 15  116.48     33.62     0.007   6.01E-04     16.8    -116.0            180000
 16  116.15     41.61     0.006   8.56E-04     29.0    -108.8            180000
 17  115.83     51.58     0.006   1.10E-03     44.2     -97.1            180000
 18  115.50     63.26     0.006   1.33E-03     62.8     -79.9     -0.0   180000
 19  115.15     78.92     0.005   1.54E-03     87.7     -53.9            180000
 20  114.80     92.57     0.004   1.68E-03    117.7     -18.3            107240
              -141.03     0.004   1.68E-03    117.7     -18.3 
 21  114.20    -77.31     0.003   1.65E-03     52.2      27.0            107240
 22  113.60    -37.05     0.003   1.45E-03     17.9      44.4            107240
 23  113.20    -30.32     0.002   1.28E-03      4.4      48.6            107240
 24  112.80    -21.81     0.002   1.10E-03     -6.0      47.9            107240

Run ID. Frognal North Wall_SLS jrp450 wall                  | Sheet No.
99A Frognal                                                 | Date:10-03-2014
Section C-C North Wall                                      | Checked :
-----------------------------------------------------------------------------
                                                              (continued)
Stage No.15  Change properties of soil type 2 to soil type 6
              Ko pressures will be reset
 
Node    Y      Nett       Wall      Wall      Shear   Bending   Strut     EI of
 no.  coord  pressure     disp.   rotation    force   moment    forces     wall
                kN/m2       m       rad.       kN/m    kN.m/m    kN/m   kN.m2/m
 25  112.20     -7.93     0.001   8.56E-04    -14.9      40.5            107240
 26  111.60     -3.34     0.000   6.58E-04    -18.3      30.1            107240
 27  111.00     -1.02     0.000   5.22E-04    -19.6      18.6            107240
 28  110.60      1.09    -0.000   4.67E-04    -19.6      10.7            107240
 29  110.20     14.66    -0.000   4.42E-04    -16.4       3.0            107240
 30  110.00     85.53    -0.000   4.39E-04     -6.4      -0.0                 0
 31  109.85     -1.43    -0.000          0     -0.1       0.0                 0
 32  108.44     -0.14    -0.000          0     -1.2       0.0                 0
 33  107.03     -0.06    -0.000          0     -1.4       0.0                 0
 34  105.61      0.01    -0.000          0     -1.4       0.0                 0
 35  104.20      1.84    -0.000          0     -0.1       0.0                 0
                -1.43    -0.000          0     -0.1       0.0 
 36  103.00      1.59     0.000          0      0.0       0.0               ---
 At elev. 120.00 Strut force =    145.1 kN/strut =    145.1 kN/m run
 At elev. 115.50 The strut is slack
 
Node    Y    ------------------------ ACTIVE side ---------------------------
 no.  coord          ------- Effective stresses -------    Total     Soil   
             Water   Vertic  Active   Passive    Earth     earth   stiffness
             press.    -al   limit     limit   pressure   pressure   coeff. 
              kN/m2   kN/m2   kN/m2     kN/m2    kN/m2      kN/m2     kN/m3
  1  122.40    0.00   10.00    2.73     46.32    16.68      16.68      9957
  2  121.80    0.00   20.17    5.51     93.41    14.18      14.18      9957
  3  121.40    0.00   26.86    7.34    124.41    13.38      13.38      9957
  4  121.00    0.00   33.46    9.14    154.97    16.42      16.42      9957
  5  120.50    0.00   41.57   11.36    192.57    20.75      20.75      9957
  6  120.00    0.00   49.59   13.55    229.71    25.69      25.69      9957
  7  119.80    0.00   52.78   14.42    244.49    28.86      28.86      9957
               0.00   52.78   14.42    244.49    29.53      29.53     31863
  8  119.30    0.00   61.49   16.80    284.83    30.67      30.67     31863
  9  118.80    0.00   70.20   19.18    325.17    32.48      32.48     31863
 10  118.20    0.00   80.68   22.04    373.72    36.28      36.28     31863
 11  117.75    0.00   88.57   24.19    410.27    39.66      39.66     31863
 12  117.30    0.00   96.49   26.36    446.95    44.00      44.00     31863
 13  117.00    0.00  101.79   27.80    471.49    43.92      43.92     31863
              Total> 101.79   27.00m   340.78    14.68      14.68A    49785
 14  116.80   Total> 105.33   28.00m   347.19    28.00      28.00a    49785
 15  116.48   Total> 111.09   29.62m   357.61    33.62      33.62     49785
 16  116.15   Total> 116.86   31.25m   368.05    41.61      41.61     49785
 17  115.83   Total> 122.65   32.87m   378.50    51.58      51.58     49785
 18  115.50   Total> 128.45   34.50m   388.96    63.26      63.26     49785
 19  115.15   Total> 134.71   36.25m   400.24    78.92      78.92     49785
 20  114.80   Total> 140.98   38.00m   411.53    92.57      92.57     49785
 21  114.20   Total> 151.76   41.00m   430.91   131.11     131.11     49785
 22  113.60   Total> 162.58   44.00m   450.32   159.96     159.96     49785
 23  113.20   Total> 169.80   46.00m   463.28   170.70     170.70     49785
 24  112.80   Total> 177.03   48.00m   476.25   181.78     181.78     49785
 25  112.20   Total> 187.90   51.00m   495.73   198.15     198.15     49785
 26  111.60   Total> 198.79   54.00m   515.22   210.37     210.37     49785
 27  111.00   Total> 209.70   57.00m   534.73   221.47     221.47     49785
 28  110.60   Total> 216.98   59.00m   547.75   229.26     229.26     49785
 29  110.20   Total> 224.27   61.00m   560.77   242.76     242.76     49785
 30  110.00   Total> 227.92   62.00m   567.29   281.41     281.41     49785
 31  109.85   Total> 230.65   62.75m   572.18   240.25     240.25     49785
 32  108.44   Total> 256.46   69.81m   618.23   263.60     263.60     49785
 33  107.03   Total> 282.32   76.88m   664.35   286.42     286.42     49785

Run ID. Frognal North Wall_SLS jrp450 wall                  | Sheet No.
99A Frognal                                                 | Date:10-03-2014
Section C-C North Wall                                      | Checked :
-----------------------------------------------------------------------------
                                                              (continued)
Stage No.15  Change properties of soil type 2 to soil type 6
              Ko pressures will be reset
 
Node    Y    ------------------------ ACTIVE side ---------------------------
 no.  coord          ------- Effective stresses -------    Total     Soil   
             Water   Vertic  Active   Passive    Earth     earth   stiffness
             press.    -al   limit     limit   pressure   pressure   coeff. 
              kN/m2   kN/m2   kN/m2     kN/m2    kN/m2      kN/m2     kN/m3
 34  105.61   Total> 308.23   83.94m   710.51   309.30     309.30     49785
 35  104.20   Total> 334.17   91.00m   756.71   333.01     333.01     49785
              Total> 334.17  184.17    484.17   332.05     332.05     69699
 36  103.00   Total> 358.04  208.04    508.04   352.70     352.70     69699

Node    Y    ----------------------- PASSIVE side ---------------------------
 no.  coord          ------- Effective stresses -------    Total     Soil   
             Water   Vertic  Active   Passive    Earth     earth   stiffness
             press.    -al   limit     limit   pressure   pressure   coeff. 
              kN/m2   kN/m2   kN/m2     kN/m2    kN/m2      kN/m2     kN/m3
  1  122.40    0.00    0.00    0.00      0.00     0.00       0.00       0.0
  2  121.80    0.00    0.00    0.00      0.00     0.00       0.00       0.0
  3  121.40    0.00    0.00    0.00      0.00     0.00       0.00       0.0
  4  121.00    0.00    0.00    0.00      0.00     0.00       0.00       0.0
  5  120.50    0.00    0.00    0.00      0.00     0.00       0.00       0.0
  6  120.00    0.00    0.00    0.00      0.00     0.00       0.00       0.0
  7  119.80    0.00    0.00    0.00      0.00     0.00       0.00       0.0
  8  119.30    0.00    0.00    0.00      0.00     0.00       0.00       0.0
  9  118.80    0.00    0.00    0.00      0.00     0.00       0.00       0.0
 10  118.20    0.00    0.00    0.00      0.00     0.00       0.00       0.0
 11  117.75    0.00    0.00    0.00      0.00     0.00       0.00       0.0
 12  117.30    0.00    0.00    0.00      0.00     0.00       0.00       0.0
 13  117.00    0.00    0.00    0.00      0.00     0.00       0.00       0.0
 14  116.80    0.00    0.00    0.00      0.00     0.00       0.00       0.0
 15  116.48    0.00    0.00    0.00      0.00     0.00       0.00       0.0
 16  116.15    0.00    0.00    0.00      0.00     0.00       0.00       0.0
 17  115.83    0.00    0.00    0.00      0.00     0.00       0.00       0.0
 18  115.50    0.00    0.00    0.00      0.00     0.00       0.00       0.0
 19  115.15    0.00    0.00    0.00      0.00     0.00       0.00       0.0
 20  114.80    0.00    0.00    0.00      0.00     0.00       0.00       0.0
              Total> 160.00    0.00    430.54   233.60     233.60     49877
 21  114.20   Total> 170.80    5.89w   449.94   208.41     208.41     49877
 22  113.60   Total> 181.52   11.77w   469.27   197.00     197.00     49877
 23  113.20   Total> 188.58   15.70w   482.07   201.02     201.02     49877
 24  112.80   Total> 195.56   19.62w   494.78   203.59     203.59     49877
 25  112.20   Total> 205.83   25.51w   513.66   206.08     206.08     49877
 26  111.60   Total> 215.84   31.39w   532.27   213.71     213.71     49877
 27  111.00   Total> 225.57   37.28w   550.61   222.49     222.49     49877
 28  110.60   Total> 231.91   21.00m   562.67   228.17     228.17     49877
 29  110.20   Total> 238.12   23.00m   574.62   228.10     228.10     49877
 30  110.00   Total> 241.18   24.00m   580.55   195.88     195.88     49877
 31  109.85   Total> 243.46   24.75m   584.98   241.68     241.68     49877
 32  108.44   Total> 264.27   31.81m   626.05   263.74     263.74     49877
 33  107.03   Total> 284.27   38.88m   666.31   286.47     286.47     49877
 34  105.61   Total> 303.97   45.94m   706.25   309.29     309.29     49877
 35  104.20   Total> 323.76   53.00m   746.30   331.18     331.18     49877
              Total> 323.76  173.76    473.76   333.48     333.48     69827
 36  103.00   Total> 342.66  192.66    492.66   351.11     351.11     69827
 
Note:     28.00a  Soil pressure at active limit 
         123.45p  Soil pressure at passive limit 
          14.68A  Arching - soil pressure below active limit 
 
FOUNDATION PILING LTD                                       | Sheet No.
Program: WALLAP  Version 6.05  Revision A44.B58.R48         | Job No.  J13053
                             Licensed from GEOSOLVE         | Made by :    MC
Data filename/Run ID: Frognal North Wall_SLS jrp450 wall    |
99A Frognal                                                 | Date:10-03-2014
Section C-C North Wall                                      | Checked :
-----------------------------------------------------------------------------
                                                       Units: kN,m

FOUNDATION PILING LTD                                       | Sheet No.
Program: WALLAP  Version 6.05  Revision A44.B58.R48         | Job No.  J13053
                             Licensed from GEOSOLVE         | Made by :    MC
Data filename/Run ID: Frognal North Wall_SLS jrp450 wall    |
99A Frognal                                                 | Date:10-03-2014
Section C-C North Wall                                      | Checked :
-----------------------------------------------------------------------------
                                                       Units: kN,m
Stage No. 16   Change properties of soil type 3 to soil type 7
              Ko pressures will be reset
 
STABILITY ANALYSIS of Fully Embedded Wall according to Strength Factor method
 Factor of safety on soil strength
 
                                FoS for toe       Toe elev. for  
                               elev. =  110.00     FoS = 1.250   
                               ---------------    -------------  
 Stage  --- G.L. ---   Strut   Factor  Moment      Toe    Wall   
  No.   Act.   Pass.    Elev.    of    equilib.   elev.  Penetr  
                               Safety  at elev.          -ation  
  16  122.40  114.80           More than one strut

BENDING MOMENT and DISPLACEMENT ANALYSIS of Fully Embedded Wall
  Analysis options
  Length of wall perpendicular to section = 50.00m
  2-D finite element model.    Soil arching modelled.
  Soil deformations are elastic until the active or passive limit is reached
  Open Tension Crack analysis - No 
 
  Rigid boundaries:     Active side 20.00 from wall      Rough boundary
                       Passive side 20.00 from wall      Rough boundary
  Lower rigid boundary at elevation 103.00               Rough boundary
  Limit State: Serviceability Limit State
    Calculated Bending Moments and Strut Forces are to be multiplied by a factor
    of 1.35 to obtain values for structural design. See summary for factored values.
 
Node    Y      Nett       Wall      Wall      Shear   Bending   Strut     EI of
 no.  coord  pressure     disp.   rotation    force   moment    forces     wall
                kN/m2       m       rad.       kN/m    kN.m/m    kN/m   kN.m2/m
  1  122.40     28.36     0.002  -1.29E-03      0.0      -0.0            107240
  2  121.80     21.99     0.002  -1.31E-03     15.1       5.5            107240
  3  121.40     19.58     0.003  -1.34E-03     23.4      13.4            107240
  4  121.00     21.92     0.004  -1.41E-03     31.7      24.5            107240
  5  120.50     25.79     0.004  -1.57E-03     43.6      43.3            107240
  6  120.00     30.71     0.005  -1.83E-03     57.8      69.0    197.5   180000
                30.71     0.005  -1.83E-03   -139.7      69.0 
  7  119.80     33.87     0.006  -1.89E-03   -133.3      41.7            180000
                45.58     0.006  -1.89E-03   -133.3      41.7 
  8  119.30     37.62     0.006  -1.90E-03   -112.5     -19.4            180000
  9  118.80     32.15     0.007  -1.76E-03    -95.0     -70.8            180000
 10  118.20     30.28     0.008  -1.41E-03    -76.3    -122.1            180000
 11  117.75     28.89     0.009  -1.06E-03    -63.0    -153.2            180000
 12  117.30     29.98     0.009  -6.72E-04    -49.7    -178.4            180000
 13  117.00     28.31     0.009  -3.73E-04    -41.0    -191.8            180000
                81.29     0.009  -3.73E-04    -41.0    -191.8 
 14  116.80     81.77     0.010  -1.48E-04    -24.7    -198.4            180000
 15  116.48     85.27     0.010   2.47E-04      2.5    -203.9            180000
 16  116.15     89.59     0.009   6.62E-04     30.9    -198.7            180000
 17  115.83     94.98     0.009   1.07E-03     60.9    -183.9            180000
 18  115.50    101.33     0.009   1.45E-03     92.8    -159.1     -0.0   180000
 19  115.15    108.88     0.008   1.80E-03    129.6    -120.5            180000
 20  114.80    117.42     0.007   2.05E-03    169.2     -68.5            107240
              -151.42     0.007   2.05E-03    169.2     -68.5 
 21  114.20   -101.05     0.006   2.23E-03     93.4       4.1            107240
 22  113.60    -66.42     0.005   2.10E-03     43.2      40.9            107240
 23  113.20    -53.10     0.004   1.93E-03     19.3      52.8            107240
 24  112.80    -37.22     0.003   1.72E-03      1.2      56.3            107240

Run ID. Frognal North Wall_SLS jrp450 wall                  | Sheet No.
99A Frognal                                                 | Date:10-03-2014
Section C-C North Wall                                      | Checked :
-----------------------------------------------------------------------------
                                                              (continued)
Stage No.16  Change properties of soil type 3 to soil type 7
              Ko pressures will be reset
 
Node    Y      Nett       Wall      Wall      Shear   Bending   Strut     EI of
 no.  coord  pressure     disp.   rotation    force   moment    forces     wall
                kN/m2       m       rad.       kN/m    kN.m/m    kN/m   kN.m2/m
 25  112.20    -16.69     0.002   1.43E-03    -14.9      50.3            107240
 26  111.60     -8.19     0.002   1.18E-03    -22.4      38.3            107240
 27  111.00     -1.75     0.001   1.00E-03    -25.4      23.4            107240
 28  110.60      5.80     0.000   9.41E-04    -24.6      13.1            107240
 29  110.20     22.40     0.000   9.10E-04    -18.9       3.6            107240
 30  110.00     89.16    -0.000   9.07E-04     -7.8      -0.0                 0
 31  109.85     -0.41     0.000          0     -1.1       0.0                 0
 32  108.44     -0.02    -0.000          0     -1.4       0.0                 0
 33  107.03      0.03    -0.000          0     -1.4       0.0                 0
 34  105.61     -0.18    -0.000          0     -1.5       0.0                 0
 35  104.20      2.67    -0.000          0      0.2       0.0                 0
                -1.96    -0.000          0      0.2       0.0 
 36  103.00      1.59     0.000          0      0.0       0.0               ---
 At elev. 120.00 Strut force =    197.5 kN/strut =    197.5 kN/m run
 At elev. 115.50 The strut is slack
 
Node    Y    ------------------------ ACTIVE side ---------------------------
 no.  coord          ------- Effective stresses -------    Total     Soil   
             Water   Vertic  Active   Passive    Earth     earth   stiffness
             press.    -al   limit     limit   pressure   pressure   coeff. 
              kN/m2   kN/m2   kN/m2     kN/m2    kN/m2      kN/m2     kN/m3
  1  122.40    0.00   10.00    2.73     46.32    28.36      28.36      9957
  2  121.80    0.00   20.17    5.51     93.41    21.99      21.99      9957
  3  121.40    0.00   26.86    7.34    124.41    19.58      19.58      9957
  4  121.00    0.00   33.46    9.14    154.97    21.92      21.92      9957
  5  120.50    0.00   41.57   11.36    192.57    25.79      25.79      9957
  6  120.00    0.00   49.59   13.55    229.71    30.71      30.71      9957
  7  119.80    0.00   52.78   14.42    244.49    33.87      33.87      9957
               0.00   52.78   14.42    244.49    45.58      45.58     31863
  8  119.30    0.00   61.49   16.80    284.83    37.62      37.62     31863
  9  118.80    0.00   70.20   19.18    325.17    32.15      32.15     31863
 10  118.20    0.00   80.68   22.04    373.72    30.28      30.28     31863
 11  117.75    0.00   88.57   24.19    410.27    28.89      28.89     31863
 12  117.30    0.00   96.49   26.36    446.95    29.98      29.98     31863
 13  117.00    0.00  101.79   27.80    471.49    28.31      28.31     31863
               0.00  101.79   33.15    368.41    81.29      81.29     41820
 14  116.80    0.00  105.33   34.31    381.22    81.77      81.77     41820
 15  116.48    0.00  111.09   36.18    402.07    85.27      85.27     41820
 16  116.15    0.00  116.86   38.06    422.97    89.59      89.59     41820
 17  115.83    0.00  122.65   39.95    443.92    94.98      94.98     41820
 18  115.50    0.00  128.45   41.84    464.91   101.33     101.33     41820
 19  115.15    0.00  134.71   43.88    487.57   108.88     108.88     41820
 20  114.80    0.00  140.98   45.92    510.27   117.42     117.42     41820
 21  114.20    0.00  151.76   49.43    549.29   132.53     132.53     41820
 22  113.60    0.00  162.58   52.95    588.42   148.60     148.60     41820
 23  113.20    3.92  165.87   54.03    600.35   157.01     160.94     41820
 24  112.80    7.85  169.18   55.11    612.33   167.57     175.42     41820
 25  112.20   13.73  174.17   56.73    630.37   181.14     194.88     41820
 26  111.60   19.62  179.17   58.36    648.48   190.29     209.91     41820
 27  111.00   25.51  184.19   60.00    666.66   197.90     223.41     41820
 28  110.60   29.43  187.55   61.09    678.81   204.72     234.15     41820
 29  110.20   33.35  190.92   62.19    690.99   218.88     252.23     41820
 30  110.00   35.32  192.60   62.73    697.09   271.10     306.42     41820
 31  109.85   36.79  193.87   63.15    701.66   205.34     242.13     41820
 32  108.44   50.64  205.81   67.04    744.90   213.67     264.32     41820
 33  107.03   64.50  217.82   70.95    788.35   222.25     286.75     41820

Run ID. Frognal North Wall_SLS jrp450 wall                  | Sheet No.
99A Frognal                                                 | Date:10-03-2014
Section C-C North Wall                                      | Checked :
-----------------------------------------------------------------------------
                                                              (continued)
Stage No.16  Change properties of soil type 3 to soil type 7
              Ko pressures will be reset
 
Node    Y    ------------------------ ACTIVE side ---------------------------
 no.  coord          ------- Effective stresses -------    Total     Soil   
             Water   Vertic  Active   Passive    Earth     earth   stiffness
             press.    -al   limit     limit   pressure   pressure   coeff. 
              kN/m2   kN/m2   kN/m2     kN/m2    kN/m2      kN/m2     kN/m3
 34  105.61   78.36  229.87   74.87    831.97   231.06     309.41     41820
 35  104.20   92.21  241.96   78.81    875.72   242.03     334.24     41820
              Total> 334.17  184.17    484.17   332.17     332.17     69699
 36  103.00   Total> 358.04  208.04    508.04   352.70     352.70     69699

Node    Y    ----------------------- PASSIVE side ---------------------------
 no.  coord          ------- Effective stresses -------    Total     Soil   
             Water   Vertic  Active   Passive    Earth     earth   stiffness
             press.    -al   limit     limit   pressure   pressure   coeff. 
              kN/m2   kN/m2   kN/m2     kN/m2    kN/m2      kN/m2     kN/m3
  1  122.40    0.00    0.00    0.00      0.00     0.00       0.00       0.0
  2  121.80    0.00    0.00    0.00      0.00     0.00       0.00       0.0
  3  121.40    0.00    0.00    0.00      0.00     0.00       0.00       0.0
  4  121.00    0.00    0.00    0.00      0.00     0.00       0.00       0.0
  5  120.50    0.00    0.00    0.00      0.00     0.00       0.00       0.0
  6  120.00    0.00    0.00    0.00      0.00     0.00       0.00       0.0
  7  119.80    0.00    0.00    0.00      0.00     0.00       0.00       0.0
  8  119.30    0.00    0.00    0.00      0.00     0.00       0.00       0.0
  9  118.80    0.00    0.00    0.00      0.00     0.00       0.00       0.0
 10  118.20    0.00    0.00    0.00      0.00     0.00       0.00       0.0
 11  117.75    0.00    0.00    0.00      0.00     0.00       0.00       0.0
 12  117.30    0.00    0.00    0.00      0.00     0.00       0.00       0.0
 13  117.00    0.00    0.00    0.00      0.00     0.00       0.00       0.0
 14  116.80    0.00    0.00    0.00      0.00     0.00       0.00       0.0
 15  116.48    0.00    0.00    0.00      0.00     0.00       0.00       0.0
 16  116.15    0.00    0.00    0.00      0.00     0.00       0.00       0.0
 17  115.83    0.00    0.00    0.00      0.00     0.00       0.00       0.0
 18  115.50    0.00    0.00    0.00      0.00     0.00       0.00       0.0
 19  115.15    0.00    0.00    0.00      0.00     0.00       0.00       0.0
 20  114.80    0.00    0.00    0.00      0.00     0.00       0.00       0.0
               0.00  160.00   52.12    579.09   268.85     268.85     41896
 21  114.20    0.00  170.80   55.63    618.17   233.57     233.57     41896
 22  113.60    0.00  181.52   59.12    656.97   215.01     215.01     41896
 23  113.20    3.92  184.66   60.15    668.34   210.11     214.03     41896
 24  112.80    7.85  187.71   61.14    679.40   204.79     212.64     41896
 25  112.20   13.73  192.10   62.57    695.28   197.83     211.56     41896
 26  111.60   19.62  196.22   63.91    710.20   198.49     218.11     41896
 27  111.00   25.51  200.07   65.17    724.12   199.65     225.16     41896
 28  110.60   29.43  202.48   65.95    732.83   198.91     228.34     41896
 29  110.20   33.35  204.76   66.70    741.11   196.48     229.83     41896
 30  110.00   35.32  205.86   67.05    745.09   181.94     217.26     41896
 31  109.85   36.79  206.67   67.32    748.02   205.76     242.55     41896
 32  108.44   50.64  213.63   69.58    773.20   213.69     264.34     41896
 33  107.03   64.50  219.77   71.58    795.44   222.21     286.71     41896
 34  105.61   78.36  225.61   73.49    816.55   231.24     309.60     41896
 35  104.20   92.21  231.54   75.42    838.03   239.35     331.57     41896
              Total> 323.76  173.76    473.76   334.13     334.13     69827
 36  103.00   Total> 342.66  192.66    492.66   351.11     351.11     69827
 
FOUNDATION PILING LTD                                       | Sheet No.
Program: WALLAP  Version 6.05  Revision A44.B58.R48         | Job No.  J13053
                             Licensed from GEOSOLVE         | Made by :    MC
Data filename/Run ID: Frognal North Wall_SLS jrp450 wall    |
99A Frognal                                                 | Date:10-03-2014
Section C-C North Wall                                      | Checked :
-----------------------------------------------------------------------------
                                                       Units: kN,m

FOUNDATION PILING LTD                                       | Sheet No.
Program: WALLAP  Version 6.05  Revision A44.B58.R48         | Job No.  J13053
                             Licensed from GEOSOLVE         | Made by :    MC
Data filename/Run ID: Frognal North Wall_SLS jrp450 wall    |
99A Frognal                                                 | Date:10-03-2014
Section C-C North Wall                                      | Checked :
-----------------------------------------------------------------------------
                                                       Units: kN,m
Stage No. 17   Change properties of soil type 4 to soil type 8
              Ko pressures will be reset
 
STABILITY ANALYSIS of Fully Embedded Wall according to Strength Factor method
 Factor of safety on soil strength
 
                                FoS for toe       Toe elev. for  
                               elev. =  110.00     FoS = 1.250   
                               ---------------    -------------  
 Stage  --- G.L. ---   Strut   Factor  Moment      Toe    Wall   
  No.   Act.   Pass.    Elev.    of    equilib.   elev.  Penetr  
                               Safety  at elev.          -ation  
  17  122.40  114.80           More than one strut

BENDING MOMENT and DISPLACEMENT ANALYSIS of Fully Embedded Wall
  Analysis options
  Length of wall perpendicular to section = 50.00m
  2-D finite element model.    Soil arching modelled.
  Soil deformations are elastic until the active or passive limit is reached
  Open Tension Crack analysis - No 
 
  Rigid boundaries:     Active side 20.00 from wall      Rough boundary
                       Passive side 20.00 from wall      Rough boundary
  Lower rigid boundary at elevation 103.00               Rough boundary
  Limit State: Serviceability Limit State
    Calculated Bending Moments and Strut Forces are to be multiplied by a factor
    of 1.35 to obtain values for structural design. See summary for factored values.
 
Node    Y      Nett       Wall      Wall      Shear   Bending   Strut     EI of
 no.  coord  pressure     disp.   rotation    force   moment    forces     wall
                kN/m2       m       rad.       kN/m    kN.m/m    kN/m   kN.m2/m
  1  122.40     28.36     0.002  -1.29E-03      0.0      -0.0            107240
  2  121.80     21.99     0.002  -1.31E-03     15.1       5.5            107240
  3  121.40     19.58     0.003  -1.34E-03     23.4      13.4            107240
  4  121.00     21.92     0.004  -1.41E-03     31.7      24.5            107240
  5  120.50     25.79     0.004  -1.57E-03     43.6      43.3            107240
  6  120.00     30.71     0.005  -1.83E-03     57.8      69.0    197.5   180000
                30.71     0.005  -1.83E-03   -139.7      69.0 
  7  119.80     33.87     0.006  -1.89E-03   -133.3      41.7            180000
                45.58     0.006  -1.89E-03   -133.3      41.7 
  8  119.30     37.62     0.006  -1.90E-03   -112.5     -19.4            180000
  9  118.80     32.15     0.007  -1.76E-03    -95.0     -70.8            180000
 10  118.20     30.28     0.008  -1.41E-03    -76.3    -122.1            180000
 11  117.75     28.89     0.009  -1.06E-03    -63.0    -153.2            180000
 12  117.30     29.98     0.009  -6.73E-04    -49.7    -178.4            180000
 13  117.00     28.31     0.009  -3.73E-04    -41.0    -191.8            180000
                81.29     0.009  -3.73E-04    -41.0    -191.8 
 14  116.80     81.77     0.010  -1.48E-04    -24.7    -198.4            180000
 15  116.48     85.27     0.010   2.46E-04      2.5    -203.9            180000
 16  116.15     89.59     0.009   6.62E-04     30.9    -198.7            180000
 17  115.83     94.98     0.009   1.07E-03     60.9    -183.9            180000
 18  115.50    101.33     0.009   1.45E-03     92.8    -159.1     -0.0   180000
 19  115.15    108.88     0.008   1.80E-03    129.6    -120.5            180000
 20  114.80    117.42     0.007   2.05E-03    169.2     -68.5            107240
              -151.43     0.007   2.05E-03    169.2     -68.5 
 21  114.20   -101.05     0.006   2.23E-03     93.4       4.1            107240
 22  113.60    -66.42     0.005   2.10E-03     43.2      40.9            107240
 23  113.20    -53.10     0.004   1.93E-03     19.3      52.8            107240
 24  112.80    -37.22     0.003   1.72E-03      1.2      56.3            107240

Run ID. Frognal North Wall_SLS jrp450 wall                  | Sheet No.
99A Frognal                                                 | Date:10-03-2014
Section C-C North Wall                                      | Checked :
-----------------------------------------------------------------------------
                                                              (continued)
Stage No.17  Change properties of soil type 4 to soil type 8
              Ko pressures will be reset
 
Node    Y      Nett       Wall      Wall      Shear   Bending   Strut     EI of
 no.  coord  pressure     disp.   rotation    force   moment    forces     wall
                kN/m2       m       rad.       kN/m    kN.m/m    kN/m   kN.m2/m
 25  112.20    -16.69     0.002   1.42E-03    -14.9      50.3            107240
 26  111.60     -8.19     0.002   1.18E-03    -22.4      38.3            107240
 27  111.00     -1.75     0.001   1.00E-03    -25.4      23.4            107240
 28  110.60      5.80     0.000   9.41E-04    -24.6      13.1            107240
 29  110.20     22.40     0.000   9.10E-04    -18.9       3.6            107240
 30  110.00     89.17    -0.000   9.07E-04     -7.8      -0.0                 0
 31  109.85     -0.41     0.000          0     -1.1       0.0                 0
 32  108.44     -0.02    -0.000          0     -1.4       0.0                 0
 33  107.03      0.03    -0.000          0     -1.4       0.0                 0
 34  105.61     -0.18    -0.000          0     -1.5       0.0                 0
 35  104.20      1.29     0.000          0     -0.8       0.0                 0
                -1.44     0.000          0     -0.8       0.0 
 36  103.00      2.70     0.000          0      0.0       0.0               ---
 At elev. 120.00 Strut force =    197.5 kN/strut =    197.5 kN/m run
 At elev. 115.50 The strut is slack
 
Node    Y    ------------------------ ACTIVE side ---------------------------
 no.  coord          ------- Effective stresses -------    Total     Soil   
             Water   Vertic  Active   Passive    Earth     earth   stiffness
             press.    -al   limit     limit   pressure   pressure   coeff. 
              kN/m2   kN/m2   kN/m2     kN/m2    kN/m2      kN/m2     kN/m3
  1  122.40    0.00   10.00    2.73     46.32    28.36      28.36      9957
  2  121.80    0.00   20.17    5.51     93.41    21.99      21.99      9957
  3  121.40    0.00   26.86    7.34    124.41    19.58      19.58      9957
  4  121.00    0.00   33.46    9.14    154.97    21.92      21.92      9957
  5  120.50    0.00   41.57   11.36    192.57    25.79      25.79      9957
  6  120.00    0.00   49.59   13.55    229.71    30.71      30.71      9957
  7  119.80    0.00   52.78   14.42    244.49    33.87      33.87      9957
               0.00   52.78   14.42    244.49    45.58      45.58     31863
  8  119.30    0.00   61.49   16.80    284.83    37.62      37.62     31863
  9  118.80    0.00   70.20   19.18    325.17    32.15      32.15     31863
 10  118.20    0.00   80.68   22.04    373.72    30.28      30.28     31863
 11  117.75    0.00   88.57   24.19    410.27    28.89      28.89     31863
 12  117.30    0.00   96.49   26.36    446.95    29.98      29.98     31863
 13  117.00    0.00  101.79   27.80    471.49    28.31      28.31     31863
               0.00  101.79   33.15    368.41    81.29      81.29     41820
 14  116.80    0.00  105.33   34.31    381.22    81.77      81.77     41820
 15  116.48    0.00  111.09   36.18    402.07    85.27      85.27     41820
 16  116.15    0.00  116.86   38.06    422.97    89.59      89.59     41820
 17  115.83    0.00  122.65   39.95    443.92    94.98      94.98     41820
 18  115.50    0.00  128.45   41.84    464.91   101.33     101.33     41820
 19  115.15    0.00  134.71   43.88    487.57   108.88     108.88     41820
 20  114.80    0.00  140.98   45.92    510.27   117.42     117.42     41820
 21  114.20    0.00  151.76   49.43    549.29   132.53     132.53     41820
 22  113.60    0.00  162.58   52.95    588.42   148.59     148.59     41820
 23  113.20    3.92  165.87   54.03    600.35   157.01     160.93     41820
 24  112.80    7.85  169.18   55.11    612.33   167.57     175.42     41820
 25  112.20   13.73  174.17   56.73    630.37   181.14     194.88     41820
 26  111.60   19.62  179.17   58.36    648.48   190.29     209.91     41820
 27  111.00   25.51  184.19   60.00    666.66   197.90     223.41     41820
 28  110.60   29.43  187.55   61.09    678.81   204.71     234.14     41820
 29  110.20   33.35  190.92   62.19    690.99   218.88     252.23     41820
 30  110.00   35.32  192.60   62.73    697.09   271.11     306.42     41820
 31  109.85   36.79  193.87   63.15    701.66   205.34     242.13     41820
 32  108.44   50.64  205.81   67.04    744.90   213.67     264.32     41820
 33  107.03   64.50  217.82   70.95    788.35   222.24     286.75     41820

Run ID. Frognal North Wall_SLS jrp450 wall                  | Sheet No.
99A Frognal                                                 | Date:10-03-2014
Section C-C North Wall                                      | Checked :
-----------------------------------------------------------------------------
                                                              (continued)
Stage No.17  Change properties of soil type 4 to soil type 8
              Ko pressures will be reset
 
Node    Y    ------------------------ ACTIVE side ---------------------------
 no.  coord          ------- Effective stresses -------    Total     Soil   
             Water   Vertic  Active   Passive    Earth     earth   stiffness
             press.    -al   limit     limit   pressure   pressure   coeff. 
              kN/m2   kN/m2   kN/m2     kN/m2    kN/m2      kN/m2     kN/m3
 34  105.61   78.36  229.87   74.87    831.97   231.06     309.41     41820
 35  104.20   92.21  241.96   78.81    875.72   241.34     333.55     41820
              92.21  241.96   81.61    793.55   241.21     333.43     44807
 36  103.00  103.99  254.05   85.90    832.47   251.94     355.92     44807

Node    Y    ----------------------- PASSIVE side ---------------------------
 no.  coord          ------- Effective stresses -------    Total     Soil   
             Water   Vertic  Active   Passive    Earth     earth   stiffness
             press.    -al   limit     limit   pressure   pressure   coeff. 
              kN/m2   kN/m2   kN/m2     kN/m2    kN/m2      kN/m2     kN/m3
  1  122.40    0.00    0.00    0.00      0.00     0.00       0.00       0.0
  2  121.80    0.00    0.00    0.00      0.00     0.00       0.00       0.0
  3  121.40    0.00    0.00    0.00      0.00     0.00       0.00       0.0
  4  121.00    0.00    0.00    0.00      0.00     0.00       0.00       0.0
  5  120.50    0.00    0.00    0.00      0.00     0.00       0.00       0.0
  6  120.00    0.00    0.00    0.00      0.00     0.00       0.00       0.0
  7  119.80    0.00    0.00    0.00      0.00     0.00       0.00       0.0
  8  119.30    0.00    0.00    0.00      0.00     0.00       0.00       0.0
  9  118.80    0.00    0.00    0.00      0.00     0.00       0.00       0.0
 10  118.20    0.00    0.00    0.00      0.00     0.00       0.00       0.0
 11  117.75    0.00    0.00    0.00      0.00     0.00       0.00       0.0
 12  117.30    0.00    0.00    0.00      0.00     0.00       0.00       0.0
 13  117.00    0.00    0.00    0.00      0.00     0.00       0.00       0.0
 14  116.80    0.00    0.00    0.00      0.00     0.00       0.00       0.0
 15  116.48    0.00    0.00    0.00      0.00     0.00       0.00       0.0
 16  116.15    0.00    0.00    0.00      0.00     0.00       0.00       0.0
 17  115.83    0.00    0.00    0.00      0.00     0.00       0.00       0.0
 18  115.50    0.00    0.00    0.00      0.00     0.00       0.00       0.0
 19  115.15    0.00    0.00    0.00      0.00     0.00       0.00       0.0
 20  114.80    0.00    0.00    0.00      0.00     0.00       0.00       0.0
               0.00  160.00   52.12    579.09   268.85     268.85     41896
 21  114.20    0.00  170.80   55.63    618.17   233.57     233.57     41896
 22  113.60    0.00  181.52   59.12    656.97   215.01     215.01     41896
 23  113.20    3.92  184.66   60.15    668.34   210.11     214.03     41896
 24  112.80    7.85  187.71   61.14    679.40   204.79     212.64     41896
 25  112.20   13.73  192.10   62.57    695.28   197.83     211.56     41896
 26  111.60   19.62  196.22   63.91    710.20   198.48     218.10     41896
 27  111.00   25.51  200.07   65.17    724.12   199.65     225.16     41896
 28  110.60   29.43  202.48   65.95    732.83   198.91     228.34     41896
 29  110.20   33.35  204.76   66.70    741.11   196.47     229.83     41896
 30  110.00   35.32  205.86   67.05    745.09   181.93     217.25     41896
 31  109.85   36.79  206.67   67.32    748.02   205.76     242.55     41896
 32  108.44   50.64  213.63   69.58    773.20   213.69     264.34     41896
 33  107.03   64.50  219.77   71.58    795.44   222.21     286.71     41896
 34  105.61   78.36  225.61   73.49    816.55   231.24     309.60     41896
 35  104.20   92.21  231.54   75.42    838.03   240.05     332.26     41896
              92.21  231.54   77.91    760.04   242.66     334.87     44889
 36  103.00  103.99  238.67   80.44    782.98   249.24     353.23     44889
 
FOUNDATION PILING LTD                                       | Sheet No.
Program: WALLAP  Version 6.05  Revision A44.B58.R48         | Job No.  J13053
                             Licensed from GEOSOLVE         | Made by :    MC
Data filename/Run ID: Frognal North Wall_SLS jrp450 wall    |
99A Frognal                                                 | Date:10-03-2014
Section C-C North Wall                                      | Checked :
-----------------------------------------------------------------------------
                                                       Units: kN,m

FOUNDATION PILING LTD                                       | Sheet No.
Program: WALLAP  Version 6.05  Revision A44.B58.R48         | Job No.  J13053
                             Licensed from GEOSOLVE         | Made by :    MC
Data filename/Run ID: Frognal North Wall_SLS jrp450 wall    |
99A Frognal                                                 | Date:10-03-2014
Section C-C North Wall                                      | Checked :
-----------------------------------------------------------------------------
                                                       Units: kN,m
Summary of results
 
LIMIT STATE PARAMETERS
   Limit State: Serviceability Limit State
      All loads and soil strengths are unfactored
 
STABILITY ANALYSIS of Fully Embedded Wall according to Strength Factor method
 Factor of safety on soil strength
 
                                FoS for toe       Toe elev. for  
                               elev. =  110.00     FoS = 1.250   
                               ---------------    -------------  
 Stage  --- G.L. ---   Strut   Factor  Moment      Toe    Wall   
  No.   Act.   Pass.    Elev.    of    equilib.   elev.  Penetr  
                               Safety  at elev.          -ation  
   1  122.40  122.40    Cant.  Conditions not suitable for FoS calc.
   2  122.40  120.50    Cant.   5.869   111.56   118.23    2.27
   3  122.40  120.50           No analysis at this stage
   4  122.40  116.80   121.00   5.292     n/a    116.49    0.31
   5  122.40  116.80           No analysis at this stage
   All remaining stages have more than one strut - FoS calculation n/a

FOUNDATION PILING LTD                                       | Sheet No.
Program: WALLAP  Version 6.05  Revision A44.B58.R48         | Job No.  J13053
                             Licensed from GEOSOLVE         | Made by :    MC
Data filename/Run ID: Frognal North Wall_SLS jrp450 wall    |
99A Frognal                                                 | Date:10-03-2014
Section C-C North Wall                                      | Checked :
-----------------------------------------------------------------------------
                                                       Units: kN,m
Summary of results
 
BENDING MOMENT and DISPLACEMENT ANALYSIS of Fully Embedded Wall
  Analysis options
  Length of wall perpendicular to section = 50.00m
  2-D finite element model.    Soil arching modelled.
  Soil deformations are elastic until the active or passive limit is reached
  Open Tension Crack analysis - No 
 
  Rigid boundaries:     Active side 20.00 from wall      Rough boundary
                       Passive side 20.00 from wall      Rough boundary
  Lower rigid boundary at elevation 103.00               Rough boundary
  Limit State: Serviceability Limit State
    Calculated Bending Moments and Strut Forces have been multiplied by a factor
    of 1.35 to obtain values for structural design.
 
Bending moment, shear force and displacement envelopes
Node    Y    Displacement   ---- Bending moment ----   ------- Shear force ------
 no.  coord                 Calculated     Factored     Calculated     Factored  
              max.   min.   max.   min.   max.   min.   max.   min.   max.   min.
               m      m        kN.m/m        kN.m/m     kN/m   kN/m   kN/m   kN/m
  1  122.40  0.005  0.000      0     -0      0     -0      0      0      0      0
  2  121.80  0.005  0.000      5      0      7      0     15      0     20      0
  3  121.40  0.005  0.000     13      0     18      0     23      0     32      0
  4  121.00  0.005  0.000     24      0     33      0     32    -36     43    -49
  5  120.50  0.005  0.000     43     -2     58     -2     44    -29     59    -39
  6  120.00  0.005  0.000     69    -14     93    -19     58   -140     78   -189
  7  119.80  0.006  0.000     42    -18     56    -24     14   -133     20   -180
  8  119.30  0.006  0.000     24    -27     33    -37      1   -112      1   -152
  9  118.80  0.007  0.000     22    -71     30    -96      2    -95      3   -128
 10  118.20  0.008  0.000     18   -122     25   -165     16    -76     21   -103
 11  117.75  0.009  0.000     14   -153     20   -207     29    -63     39    -85
 12  117.30  0.009  0.000     19   -178     25   -241     43    -80     58   -108
 13  117.00  0.009  0.000      8   -192     10   -259     26    -70     35    -94
 14  116.80  0.010  0.000      5   -198      7   -268     33    -62     44    -83
 15  116.48  0.010  0.000      2   -204      3   -275     20    -47     27    -63
 16  116.15  0.009  0.000      0   -199      0   -268     33    -31     45    -42
 17  115.83  0.009  0.000      0   -184      0   -248     61    -16     82    -22
 18  115.50  0.009  0.000      0   -159      0   -215     93    -24    125    -33
 19  115.15  0.009  0.000      0   -121      0   -163    130     -5    175     -6
 20  114.80  0.009  0.000      0    -68      0    -92    169     -1    228     -1
 21  114.20  0.009  0.000     27    -32     36    -43     93      0    126      0
 22  113.60  0.009  0.000     44    -22     60    -30     43      0     58      0
 23  113.20  0.009  0.000     53    -17     71    -23     19      0     26      0
 24  112.80  0.009  0.000     56    -13     76    -18      8     -6     11     -8
 25  112.20  0.009  0.000     50    -10     68    -13      5    -15      7    -20
 26  111.60  0.008  0.000     38     -8     52    -11      4    -22      5    -30
 27  111.00  0.008  0.000     23     -6     32     -8      5    -25      7    -34
 28  110.60  0.008 -0.000     13     -3     18     -5      6    -25      8    -33
 29  110.20  0.007 -0.000      4     -1      5     -1      5    -19      7    -26
 30  110.00  0.007 -0.000      0     -0      0     -0      2     -8      3    -11
 31  109.85  0.007 -0.000      0      0      0      0      0     -1      0     -2
 32  108.44  0.006 -0.000      0      0      0      0      0     -1      0     -2
 33  107.03  0.005 -0.000      0      0      0      0      0     -1      1     -2
 34  105.61  0.003 -0.000      0      0      0      0      0     -2      1     -2
 35  104.20  0.002 -0.000      0      0      0      0     14     -1     19     -1
 36  103.00  0.000  0.000      0      0      0      0      0     -0      0     -0

Run ID. Frognal North Wall_SLS jrp450 wall                  | Sheet No.
99A Frognal                                                 | Date:10-03-2014
Section C-C North Wall                                      | Checked :
-----------------------------------------------------------------------------
Summary of results   (continued)
    Calculated Bending Moments and Strut Forces have been multiplied by a factor
    of 1.35 to obtain values for structural design.
 
Maximum and minimum bending moment and shear force at each stage
Stage  ------------ Bending moment -----------   ------------- Shear force -------------
 no.   ------- Calculated ------    Factored     ------- Calculated ------    Factored  
       max.  elev.   min.  elev.   max.   min.   max.  elev.   min.  elev.   max.   min.
      kN.m/m        kN.m/m            kN.m/m     kN/m          kN/m          kN/m   kN/m
  1       3 119.30     -0 115.15      4     -0      1 119.80     -1 117.00      2     -2
  2      24 119.30     -4 114.20     33     -5     16 120.00    -11 117.00     21    -15
  3    No calculation at this stage
  4      15 121.00    -41 118.20     20    -55     33 116.80    -36 121.00     44    -49
  5    No calculation at this stage
  6      19 117.30    -59 115.50     25    -80     43 117.30    -80 117.30     58   -108
  7      19 117.30    -59 115.50     25    -80     43 117.30    -80 117.30     58   -108
  8    No calculation at this stage
  9    No calculation at this stage
 10    No calculation at this stage
 11      23 120.00    -61 117.30     32    -83     64 115.50    -50 120.00     87    -67
 12      39 120.00    -60 117.00     53    -81     61 115.50    -56 120.00     83    -75
 13    No calculation at this stage
 14      45 113.20   -101 116.48     61   -137    111 114.80    -67 120.00    149    -90
 15      49 113.20   -119 117.00     66   -160    118 114.80   -104 120.00    159   -140
 16      69 120.00   -204 116.48     93   -275    169 114.80   -140 120.00    228   -189
 17      69 120.00   -204 116.48     93   -275    169 114.80   -140 120.00    228   -189
 
Maximum and minimum displacement at each stage
Stage -------- Displacement ---------   Stage description
 no.  maximum  elev.   minimum  elev.   -----------------
          m                m
  1    0.001  122.40    0.000  122.40   Apply surcharge no.1 at elev. 122.40
  2    0.005  122.40    0.000  122.40   Excav. to elev. 120.50 on PASSIVE side
  3    No calculation at this stage     Install strut no.1 at elev. 121.00
  4    0.007  116.48    0.000  122.40   Excav. to elev. 116.80 on PASSIVE side
  5    No calculation at this stage     Install strut no.2 at elev. 117.30
  6    0.009  114.80    0.000  122.40   Excav. to elev. 114.80 on PASSIVE side
  7    0.009  114.80    0.000  122.40   Apply water pressure profile no.2
  8    No calculation at this stage     Install strut no.3 at elev. 115.50
  9    No calculation at this stage     Install strut no.4 at elev. 120.00
 10    No calculation at this stage     Change EI of wall to 180000kN.m2/m run
 11    0.009  115.15    0.000  122.40   Remove strut no.2 at elev. 117.30
 12    0.009  115.15    0.000  122.40   Remove strut no.1 at elev. 121.00
 13    No calculation at this stage     Apply surcharge no.2 at elev. 114.80
 14    0.006  117.30   -0.000  108.44   Change soil type 1 to soil type 5
 15    0.007  117.30   -0.000  108.44   Change soil type 2 to soil type 6
 16    0.010  116.80   -0.000  107.03   Change soil type 3 to soil type 7
 17    0.010  116.80   -0.000  107.03   Change soil type 4 to soil type 8

Run ID. Frognal North Wall_SLS jrp450 wall                  | Sheet No.
99A Frognal                                                 | Date:10-03-2014
Section C-C North Wall                                      | Checked :
-----------------------------------------------------------------------------
Summary of results   (continued)
    Calculated Bending Moments and Strut Forces have been multiplied by a factor
    of 1.35 to obtain values for structural design.
 
Strut forces at each stage  (horizontal components)
 
Stage   ----- Strut no. 1 -----   ----- Strut no. 2 -----   ----- Strut no. 3 -----
 no.         at elev. 121.00           at elev. 117.30           at elev. 115.50   
        --Calculated-- Factored   --Calculated-- Factored   --Calculated-- Factored
        kN per  kN per   kN per   kN per  kN per   kN per   kN per  kN per   kN per
         m run   strut    strut    m run   strut    strut    m run   strut    strut
  4         55     166      225      ---     ---      ---      ---     ---      ---
  6         44     131      177      123     369      498      ---     ---      ---
  7         44     131      177      123     369      498      ---     ---      ---
 11         19      58       78      ---     ---      ---       89      89      120
 12        ---     ---      ---      ---     ---      ---       84      84      113
 14        ---     ---      ---      ---     ---      ---    slack   slack    slack
 15        ---     ---      ---      ---     ---      ---    slack   slack    slack
 16        ---     ---      ---      ---     ---      ---    slack   slack    slack
 17        ---     ---      ---      ---     ---      ---    slack   slack    slack
 
Stage   ----- Strut no. 4 -----
 no.         at elev. 120.00   
        --Calculated-- Factored
        kN per  kN per   kN per
         m run   strut    strut
 11         67      67       90
 12         90      90      122
 14        104     104      140
 15        145     145      196
 16        197     197      267
 17        197     197      267
 
  * Indicates that the total force shown is the sum of the force in the
    strut plus a force applied at the same elevation which may represent
    temperature load or other forces which are part of the strut load.
    Force components are listed in the detailed results for individual stages.
FOUNDATION PILING LTD                                       | Sheet No.
Program: WALLAP  Version 6.05  Revision A44.B58.R48         | Job No.  J13053
                             Licensed from GEOSOLVE         | Made by :    MC
Data filename/Run ID: Frognal North Wall_SLS jrp450 wall    |
99A Frognal                                                 | Date:10-03-2014
Section C-C North Wall                                      | Checked :
-----------------------------------------------------------------------------
                                                       Units: kN,m