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 South Wall_SLS 450jrp wall    |
99A Frognal                                                 | Date:10-03-2014
Section B-B South Wall                                      | Checked :
-----------------------------------------------------------------------------
                                                       Units: kN,m
INPUT DATA
 
SOIL PROFILE
Stratum   Elevation of    ------------------ Soil types -------------------
  no.    top of stratum   Active side               Passive side 
   1         120.00       1  Made Ground            1  Made Ground
   2         118.20       2  Bagshot Beds           2  Bagshot Beds
   3         113.80       3  Claygate Beds          3  Claygate Beds
   4         102.50       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
    Beds                                    (0.490) (2.389) ( 2.390) 
 4  London Clay   20.00     70000    1.000     OC    1.000    1.000     150.0u
                                            (0.490) (2.389) ( 2.390) 
 5  Made Ground    17.00     10000    0.500     OC    0.273    4.632  
    Drained                                 (0.200) (0.000) ( 0.000) 
 6  Bagshot       18.50     32000    0.500     OC    0.273    4.632  
    Beds                                    (0.200) (0.000) ( 0.000) 
 7  Claygate      18.50     42500    1.000     OC    0.326    3.619       0.0d
    Beds Draind                             (0.180) (1.382) ( 5.370) 
 8  London Clay    20.00     60000    1.000     OC    0.355    3.222     3.000d
    Drained                                 (0.190) (1.448) ( 4.990) 
 
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    0.500    0.00      0.00    0.500    0.00
 5  Made Ground Drained     30.00    1.000    0.00     30.00    0.630    0.00
 6  Bagshot Beds            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    0.644    0.00
 
GROUND WATER CONDITIONS
 Density of water = 10.00 kN/m3
                                  Active side    Passive side
 Initial water table elevation      110.20          108.80
 
 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    108.80   108.80     0.0     1    108.80   108.80     0.0 WC
 
   2      1    115.20   115.20     0.0     1    115.20   115.20     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 = 3.3550E-03 m4/m run
                                       E.I = 93940 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   119.00    3.00   0.010000  2.000E+08   4.00    0.00        0    No
  2      Not defined
  3   116.00    1.00   0.500000  3.000E+07   1.00    0.00        0    No
  4   119.80    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   120.00    0.00(A)   20.00      3.00     10.00     =       N/A   1.00  - 
  2   115.20   -0.00(P)   20.00     20.00     90.00     =       N/A   1.00  - 
  3   118.00    5.00(A)   15.00      0.50    100.00     =       N/A   1.00  - 
 
    Note: A = Active side,  P = Passive side
          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 120.00
      2        Apply surcharge no.3 at elevation 118.00
      3        Excavate to elevation 118.50 on PASSIVE side
      4        Install strut or anchor no.1 at elevation 119.00
      5        Excavate to elevation 115.20 on PASSIVE side
      6        Install strut or anchor no.3 at elevation 116.00
      7        Apply water pressure profile no.2  ( Mod. Conserv. )
      8        Install strut or anchor no.4 at elevation 119.80
      9        Remove strut or anchor no.1 at elevation 119.00
     10        Change EI of wall to 200000 kN.m2/m run
               From elevation 119.00 to 115.20
               Yield moment not defined
               No adjustments to wall displacements
     11        Apply surcharge no.2 at elevation 115.20
               No analysis at this stage
     12        Change properties of soil type 1 to soil type 5
               Ko pressures will be reset
     13        Change properties of soil type 2 to soil type 6
               Ko pressures will be reset
     14        Change properties of soil type 3 to soil type 7
               Ko pressures will be reset
     15        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  =   3.00 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 = 100.00
 
      Lower rigid boundary at elevation 100.00 - 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. 120.00        No           No      No
   2 Apply surcharge no.3 at elev. 118.00        No           No      No
   3 Excav. to elev. 118.50 on PASSIVE side     Yes          Yes     Yes
   4 Install strut no.1 at elev. 119.00          No           No      No
   5 Excav. to elev. 115.20 on PASSIVE side      No           No      No
   6 Install strut no.3 at elev. 116.00          No           No      No
   7 Apply water pressure profile no.2           No           No      No
   8 Install strut no.4 at elev. 119.80          No           No      No
   9 Remove strut no.1 at elev. 119.00           No           No      No
  10 Change EI of wall to 200000kN.m2/m run      No           No      No
  11 Apply surcharge no.2 at elev. 115.20        No           No      No
  12 Change soil type 1 to soil type 5           No           No      No
  13 Change soil type 2 to soil type 6           No           No      No
  14 Change soil type 3 to soil type 7           No           No      No
  15 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 South Wall_SLS 450jrp wall    |
99A Frognal                                                 | Date:10-03-2014
Section B-B South Wall                                      | Checked :
-----------------------------------------------------------------------------
                                                       Units: kN,m
Stage No. 1   Apply surcharge no.1 at elevation 120.00
 
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  
   1  120.00  120.00    Cant.  19.629   111.68   119.79    0.21

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 100.00               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  120.00      2.73     0.001   6.92E-05      0.0      -0.0             93940
  2  119.80      0.57     0.001   6.92E-05      0.3       0.1             93940
  3  119.40      0.39     0.000   6.86E-05      0.5       0.2             93940
  4  119.00      0.72     0.000   6.71E-05      0.7       0.5             93940
  5  118.50      0.73     0.000   6.34E-05      1.1       0.9             93940
  6  118.20      0.27     0.000   5.98E-05      1.3       1.3             93940
                -4.29     0.000   5.98E-05      1.3       1.3 
  7  118.00     -1.89     0.000   5.69E-05      0.6       1.5             93940
  8  117.50     -0.86     0.000   4.89E-05     -0.1       1.5             93940
  9  117.00     -0.27     0.000   4.11E-05     -0.3       1.4             93940
 10  116.50     -0.02     0.000   3.43E-05     -0.4       1.2             93940
 11  116.00      0.06     0.000   2.85E-05     -0.4       1.0             93940
 12  115.60      0.06     0.000   2.47E-05     -0.4       0.8             93940
 13  115.20      0.02     0.000   2.16E-05     -0.4       0.7             93940
 14  114.60     -0.09     0.000   1.81E-05     -0.4       0.4             93940
 15  114.20     -0.11     0.000   1.65E-05     -0.4       0.3             93940
 16  113.80     -1.71     0.000   1.57E-05     -0.8       0.1             93940
                 0.28     0.000   1.57E-05     -0.8       0.1 
 17  113.30      0.88     0.000   1.62E-05     -0.5      -0.3             93940
 18  112.80      0.50     0.000   1.81E-05     -0.2      -0.4             93940
 19  112.20      0.27     0.000   2.09E-05      0.1      -0.5             93940
 20  111.60      0.11     0.000   2.36E-05      0.2      -0.4             93940
 21  111.00      0.12     0.000   2.57E-05      0.3      -0.3             93940
 22  110.60     -0.01     0.000   2.65E-05      0.3      -0.2             93940
 23  110.20     -0.15     0.000   2.70E-05      0.2      -0.0             93940
 24  110.00     -1.33     0.000   2.70E-05      0.1      -0.0                 0
 25  109.85      0.20     0.000          0      0.0       0.0                 0
 26  107.73     -0.03     0.000          0      0.2       0.0                 0
 27  105.60     -0.05     0.000          0      0.1       0.0                 0

Run ID. Frognal South Wall_SLS 450jrp wall                  | Sheet No.
99A Frognal                                                 | Date:10-03-2014
Section B-B South Wall                                      | Checked :
-----------------------------------------------------------------------------
                                                              (continued)
Stage No.1   Apply surcharge no.1 at elevation 120.00
 
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
 28  104.05     -0.01     0.000          0      0.1       0.0                 0
 29  102.50      0.20     0.000          0      0.2       0.0                 0
                -0.28     0.000          0      0.2       0.0 
 30  101.25     -0.00     0.000          0      0.0       0.0                 0
 31  100.00     -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  120.00    0.00   10.00    2.73     46.32     2.73       2.73a     9963
  2  119.80    0.00   13.40    3.66     62.06     3.66       3.66a     9963
  3  119.40    0.00   20.17    5.51     93.41     6.54       6.54      9963
  4  119.00    0.00   26.86    7.34    124.41    10.09      10.09      9963
  5  118.50    0.00   35.09    9.58    162.54    14.31      14.31      9963
  6  118.20    0.00   39.96   10.92    185.10    16.60      16.60      9963
               0.00   39.96   10.91    185.10    14.33      14.33     31881
  7  118.00    0.00   43.48   11.88    201.42    17.35      17.35     31881
  8  117.50    0.00   52.24   14.27    241.97    22.43      22.43     31881
  9  117.00    0.00   60.95   16.65    282.32    27.28      27.28     31881
 10  116.50    0.00   69.66   19.03    322.66    31.96      31.96     31881
 11  116.00    0.00   78.38   21.41    363.07    36.56      36.56     31881
 12  115.60    0.00   85.39   23.32    395.50    40.22      40.22     31881
 13  115.20    0.00   92.41   25.24    428.04    43.85      43.85     31881
 14  114.60    0.00  102.99   28.13    477.04    49.28      49.28     31881
 15  114.20    0.00  110.07   30.06    509.85    52.93      52.93     31881
 16  113.80    0.00  117.17   32.00    542.75    55.79      55.79     31881
              Total> 117.17   31.00m   356.17   114.63     114.63     49814
 17  113.30   Total> 126.08   33.50m   365.08   124.01     124.01     49814
 18  112.80   Total> 135.02   36.00m   374.01   132.92     132.92     49814
 19  112.20   Total> 145.77   39.00m   384.77   143.74     143.74     49814
 20  111.60   Total> 156.56   42.00m   395.56   154.61     154.61     49814
 21  111.00   Total> 167.38   45.00m   406.38   165.58     165.58     49814
 22  110.60   Total> 174.61   47.00m   413.61   172.84     172.84     49814
 23  110.20   Total> 181.85   49.00m   420.85   180.09     180.09     49814
 24  110.00   Total> 185.48   50.00m   424.47   183.16     183.16     49814
 25  109.85   Total> 188.19   50.75m   427.19   186.67     186.67     49814
 26  107.73   Total> 226.84   61.37m   465.83   225.55     225.55     49814
 27  105.60   Total> 265.66   72.00m   504.65   264.61     264.61     49814
 28  104.05   Total> 294.06   79.75m   533.05   293.18     293.18     49814
 29  102.50   Total> 322.51   87.50m   561.50   321.85     321.85     49814
              Total> 322.51   87.50m   681.00   321.61     321.61     69740
 30  101.25   Total> 347.36   93.75m   705.85   346.68     346.68     69740
 31  100.00   Total> 372.23  100.00m   730.72   371.59     371.59     69740

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  120.00    0.00    0.00    0.00      0.00     0.00       0.00      9963
  2  119.80    0.00    3.40    0.93     15.75     3.09       3.09      9963
  3  119.40    0.00   10.20    2.79     47.25     6.15       6.15      9963
  4  119.00    0.00   17.00    4.64     78.74     9.37       9.37      9963
  5  118.50    0.00   25.50    6.97    118.12    13.58      13.58      9963

Run ID. Frognal South Wall_SLS 450jrp wall                  | Sheet No.
99A Frognal                                                 | Date:10-03-2014
Section B-B South Wall                                      | Checked :
-----------------------------------------------------------------------------
                                                              (continued)
Stage No.1   Apply surcharge no.1 at elevation 120.00
 
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
  6  118.20    0.00   30.60    8.36    141.74    16.34      16.34      9963
               0.00   30.60    8.36    141.74    18.61      18.61     31881
  7  118.00    0.00   34.30    9.37    158.88    19.24      19.24     31881
  8  117.50    0.00   43.55   11.90    201.72    23.29      23.29     31881
  9  117.00    0.00   52.80   14.42    244.57    27.56      27.56     31881
 10  116.50    0.00   62.05   16.95    287.41    31.99      31.99     31881
 11  116.00    0.00   71.30   19.47    330.26    36.51      36.51     31881
 12  115.60    0.00   78.70   21.50    364.54    40.15      40.15     31881
 13  115.20    0.00   86.10   23.52    398.81    43.83      43.83     31881
 14  114.60    0.00   97.20   26.55    450.23    49.37      49.37     31881
 15  114.20    0.00  104.60   28.57    484.50    53.04      53.04     31881
 16  113.80    0.00  112.00   30.59    518.78    57.50      57.50     31881
              Total> 112.00   31.00m   350.99   114.35     114.35     49814
 17  113.30   Total> 121.25   33.50m   360.24   123.13     123.13     49814
 18  112.80   Total> 130.50   36.00m   369.49   132.42     132.42     49814
 19  112.20   Total> 141.60   39.00m   380.59   143.47     143.47     49814
 20  111.60   Total> 152.70   42.00m   391.69   154.50     154.50     49814
 21  111.00   Total> 163.80   45.00m   402.79   165.46     165.46     49814
 22  110.60   Total> 171.20   47.00m   410.19   172.84     172.84     49814
 23  110.20   Total> 178.60   49.00m   417.59   180.24     180.24     49814
 24  110.00   Total> 182.30   50.00m   421.29   184.49     184.49     49814
 25  109.85   Total> 185.08   50.75m   424.07   186.47     186.47     49814
 26  107.73   Total> 224.39   61.37m   463.38   225.58     225.58     49814
 27  105.60   Total> 263.70   72.00m   502.69   264.67     264.67     49814
 28  104.05   Total> 292.37   79.75m   531.37   293.19     293.19     49814
 29  102.50   Total> 321.05   87.50m   560.04   321.65     321.65     49814
              Total> 321.05   87.50m   679.54   321.89     321.89     69740
 30  101.25   Total> 346.05   93.75m   704.54   346.68     346.68     69740
 31  100.00   Total> 371.05  100.00m   729.54   371.64     371.64     69740
 
Note:      3.66a  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 South Wall_SLS 450jrp wall    |
99A Frognal                                                 | Date:10-03-2014
Section B-B South 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 South Wall_SLS 450jrp wall    |
99A Frognal                                                 | Date:10-03-2014
Section B-B South Wall                                      | Checked :
-----------------------------------------------------------------------------
                                                       Units: kN,m
Stage No. 2   Apply surcharge no.3 at elevation 118.00
 
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  
   2  120.00  120.00    Cant.  19.395   111.42   119.79    0.21

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 100.00               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  120.00      2.73     0.001   4.96E-05      0.0      -0.0             93940
  2  119.80      0.59     0.001   4.95E-05      0.3       0.1             93940
  3  119.40      0.44     0.000   4.89E-05      0.5       0.2             93940
  4  119.00      0.77     0.000   4.74E-05      0.8       0.5             93940
  5  118.50      0.74     0.000   4.35E-05      1.2       1.0             93940
  6  118.20      0.19     0.000   3.98E-05      1.3       1.3             93940
                -4.54     0.000   3.98E-05      1.3       1.3 
  7  118.00     -1.93     0.000   3.68E-05      0.6       1.5             93940
  8  117.50     -0.86     0.000   2.86E-05     -0.1       1.6             93940
  9  117.00     -0.29     0.000   2.05E-05     -0.3       1.5             93940
 10  116.50     -0.07     0.000   1.33E-05     -0.4       1.2             93940
 11  116.00     -0.01     0.000   7.34E-06     -0.4       1.0             93940
 12  115.60     -0.03     0.000   3.39E-06     -0.5       0.8             93940
 13  115.20     -0.12     0.000   2.15E-07     -0.5       0.7             93940
 14  114.60     -0.22     0.000  -2.95E-06     -0.6       0.3             93940
 15  114.20     -0.23     0.000  -3.87E-06     -0.7       0.1             93940
 16  113.80     -2.41     0.000  -3.63E-06     -1.2      -0.2             93940
                 0.38     0.000  -3.63E-06     -1.2      -0.2 
 17  113.30      1.22     0.000  -1.07E-06     -0.8      -0.8             93940
 18  112.80      0.80     0.000   3.64E-06     -0.3      -1.0             93940
 19  112.20      0.52     0.000   1.02E-05      0.1      -1.1             93940
 20  111.60      0.35     0.000   1.65E-05      0.4      -0.9             93940
 21  111.00      0.36     0.000   2.15E-05      0.6      -0.7             93940
 22  110.60      0.17     0.000   2.38E-05      0.7      -0.4             93940
 23  110.20     -0.34     0.000   2.49E-05      0.6      -0.1             93940
 24  110.00     -3.45     0.000   2.50E-05      0.3      -0.0                 0
 25  109.85      0.28     0.000          0      0.0       0.0                 0
 26  107.73     -0.01     0.000          0      0.3       0.0                 0
 27  105.60     -0.09     0.000          0      0.2       0.0                 0

Run ID. Frognal South Wall_SLS 450jrp wall                  | Sheet No.
99A Frognal                                                 | Date:10-03-2014
Section B-B South Wall                                      | Checked :
-----------------------------------------------------------------------------
                                                              (continued)
Stage No.2   Apply surcharge no.3 at elevation 118.00
 
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
 28  104.05     -0.01     0.000          0      0.1       0.0                 0
 29  102.50      0.46     0.000          0      0.5       0.0                 0
                -0.66     0.000          0      0.5       0.0 
 30  101.25     -0.01     0.000          0      0.1       0.0                 0
 31  100.00     -0.09     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  120.00    0.00   10.00    2.73     46.32     2.73       2.73a     9963
  2  119.80    0.00   13.40    3.66     62.06     3.67       3.67      9963
  3  119.40    0.00   20.17    5.51     93.41     6.56       6.56      9963
  4  119.00    0.00   26.86    7.34    124.41    10.12      10.12      9963
  5  118.50    0.00   35.09    9.58    162.54    14.32      14.32      9963
  6  118.20    0.00   39.96   10.92    185.10    16.57      16.57      9963
               0.00   39.96   10.91    185.10    14.20      14.20     31881
  7  118.00    0.00   43.48   11.88    201.42    17.33      17.33     31881
  8  117.50    0.00   52.25   14.27    242.01    22.43      22.43     31881
  9  117.00    0.00   61.03   16.67    282.67    27.29      27.29     31881
 10  116.50    0.00   69.89   19.09    323.72    31.97      31.97     31881
 11  116.00    0.00   78.87   21.54    365.32    36.59      36.59     31881
 12  115.60    0.00   86.13   23.53    398.97    40.26      40.26     31881
 13  115.20    0.00   93.46   25.53    432.89    43.91      43.91     31881
 14  114.60    0.00  104.51   28.55    484.08    49.40      49.40     31881
 15  114.20    0.00  111.90   30.56    518.29    53.09      53.09     31881
 16  113.80    0.00  119.28   32.58    552.51    55.70      55.70     31881
              Total> 119.28   31.00m   358.28   115.69     115.69     49814
 17  113.30   Total> 128.50   33.50m   367.49   125.34     125.34     49814
 18  112.80   Total> 137.69   36.00m   376.68   134.35     134.35     49814
 19  112.20   Total> 148.67   39.00m   387.67   145.26     145.26     49814
 20  111.60   Total> 159.61   42.00m   398.60   156.19     156.19     49814
 21  111.00   Total> 170.51   45.00m   409.51   167.21     167.21     49814
 22  110.60   Total> 177.76   47.00m   416.76   174.44     174.44     49814
 23  110.20   Total> 185.00   49.00m   424.00   181.50     181.50     49814
 24  110.00   Total> 188.62   50.00m   427.61   183.61     183.61     49814
 25  109.85   Total> 191.33   50.75m   430.32   188.22     188.22     49814
 26  107.73   Total> 229.71   61.37m   468.70   226.94     226.94     49814
 27  105.60   Total> 268.14   72.00m   507.14   265.79     265.79     49814
 28  104.05   Total> 296.26   79.75m   535.26   294.24     294.24     49814
 29  102.50   Total> 324.45   87.50m   563.45   322.92     322.92     49814
              Total> 324.45   87.50m   682.95   322.36     322.36     69740
 30  101.25   Total> 349.12   93.75m   707.61   347.52     347.52     69740
 31  100.00   Total> 373.82  100.00m   732.31   372.33     372.33     69740

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  120.00    0.00    0.00    0.00      0.00     0.00       0.00      9963
  2  119.80    0.00    3.40    0.93     15.75     3.08       3.08      9963
  3  119.40    0.00   10.20    2.79     47.25     6.13       6.13      9963
  4  119.00    0.00   17.00    4.64     78.74     9.35       9.35      9963
  5  118.50    0.00   25.50    6.97    118.12    13.58      13.58      9963

Run ID. Frognal South Wall_SLS 450jrp wall                  | Sheet No.
99A Frognal                                                 | Date:10-03-2014
Section B-B South Wall                                      | Checked :
-----------------------------------------------------------------------------
                                                              (continued)
Stage No.2   Apply surcharge no.3 at elevation 118.00
 
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
  6  118.20    0.00   30.60    8.36    141.74    16.37      16.37      9963
               0.00   30.60    8.36    141.74    18.74      18.74     31881
  7  118.00    0.00   34.30    9.37    158.88    19.26      19.26     31881
  8  117.50    0.00   43.55   11.90    201.72    23.29      23.29     31881
  9  117.00    0.00   52.80   14.42    244.57    27.57      27.57     31881
 10  116.50    0.00   62.05   16.95    287.41    32.04      32.04     31881
 11  116.00    0.00   71.30   19.47    330.26    36.60      36.60     31881
 12  115.60    0.00   78.70   21.50    364.54    40.30      40.30     31881
 13  115.20    0.00   86.10   23.52    398.81    44.03      44.03     31881
 14  114.60    0.00   97.20   26.55    450.23    49.62      49.62     31881
 15  114.20    0.00  104.60   28.57    484.50    53.33      53.33     31881
 16  113.80    0.00  112.00   30.59    518.78    58.12      58.12     31881
              Total> 112.00   31.00m   350.99   115.31     115.31     49814
 17  113.30   Total> 121.25   33.50m   360.24   124.12     124.12     49814
 18  112.80   Total> 130.50   36.00m   369.49   133.55     133.55     49814
 19  112.20   Total> 141.60   39.00m   380.59   144.73     144.73     49814
 20  111.60   Total> 152.70   42.00m   391.69   155.84     155.84     49814
 21  111.00   Total> 163.80   45.00m   402.79   166.84     166.84     49814
 22  110.60   Total> 171.20   47.00m   410.19   174.27     174.27     49814
 23  110.20   Total> 178.60   49.00m   417.59   181.85     181.85     49814
 24  110.00   Total> 182.30   50.00m   421.29   187.06     187.06     49814
 25  109.85   Total> 185.08   50.75m   424.07   187.94     187.94     49814
 26  107.73   Total> 224.39   61.37m   463.38   226.95     226.95     49814
 27  105.60   Total> 263.70   72.00m   502.69   265.88     265.88     49814
 28  104.05   Total> 292.37   79.75m   531.37   294.25     294.25     49814
 29  102.50   Total> 321.05   87.50m   560.04   322.45     322.45     49814
              Total> 321.05   87.50m   679.54   323.01     323.01     69740
 30  101.25   Total> 346.05   93.75m   704.54   347.53     347.53     69740
 31  100.00   Total> 371.05  100.00m   729.54   372.43     372.43     69740
 
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 South Wall_SLS 450jrp wall    |
99A Frognal                                                 | Date:10-03-2014
Section B-B South 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 South Wall_SLS 450jrp wall    |
99A Frognal                                                 | Date:10-03-2014
Section B-B South Wall                                      | Checked :
-----------------------------------------------------------------------------
                                                       Units: kN,m
Stage No. 3   Excavate to elevation 118.50 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  
   3  120.00  118.50    Cant.   4.624   111.26   116.64    1.86

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 100.00               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  120.00      2.73     0.003   3.72E-04      0.0       0.0             93940
  2  119.80      3.66     0.003   3.72E-04      0.6       0.1             93940
  3  119.40      5.51     0.003   3.70E-04      2.5       0.7             93940
  4  119.00      7.34     0.003   3.64E-04      5.0       2.2             93940
  5  118.50     10.34     0.002   3.43E-04      9.5       5.8             93940
  6  118.20     -5.38     0.002   3.19E-04     10.2       9.0             93940
               -23.62     0.002   3.19E-04     10.2       9.0 
  7  118.00    -13.64     0.002   2.98E-04      6.5      10.6             93940
  8  117.50     -8.85     0.002   2.38E-04      0.9      12.1             93940
  9  117.00     -3.49     0.002   1.75E-04     -2.2      11.4             93940
 10  116.50     -0.97     0.002   1.18E-04     -3.3       9.9             93940
 11  116.00      0.08     0.002   7.08E-05     -3.6       8.1             93940
 12  115.60      0.35     0.002   3.94E-05     -3.5       6.7             93940
 13  115.20      0.09     0.002   1.39E-05     -3.4       5.3             93940
 14  114.60     -0.42     0.002  -1.33E-05     -3.5       3.3             93940
 15  114.20     -0.66     0.002  -2.42E-05     -3.7       1.8             93940
 16  113.80    -10.67     0.002  -2.88E-05     -6.0       0.3             93940
                 1.95     0.002  -2.88E-05     -6.0       0.3 
 17  113.30      5.81     0.002  -2.32E-05     -4.0      -2.4             93940
 18  112.80      3.75     0.002  -6.79E-06     -1.6      -3.7             93940
 19  112.20      2.33     0.002   1.80E-05      0.2      -4.1             93940
 20  111.60      1.45     0.002   4.23E-05      1.3      -3.5             93940
 21  111.00      1.41     0.002   6.16E-05      2.2      -2.5             93940
 22  110.60      0.62     0.002   7.02E-05      2.6      -1.5             93940
 23  110.20     -1.32     0.002   7.45E-05      2.4      -0.5             93940
 24  110.00    -13.16     0.002   7.50E-05      1.0      -0.0                 0
 25  109.85      0.44     0.002          0      0.0       0.0                 0
 26  107.73      0.01     0.001          0      0.5       0.0                 0
 27  105.60     -0.14     0.001          0      0.4       0.0                 0

Run ID. Frognal South Wall_SLS 450jrp wall                  | Sheet No.
99A Frognal                                                 | Date:10-03-2014
Section B-B South Wall                                      | Checked :
-----------------------------------------------------------------------------
                                                              (continued)
Stage No.3   Excavate to elevation 118.50 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  104.05     -0.01     0.001          0      0.3       0.0                 0
 29  102.50      3.71     0.001          0      3.1       0.0                 0
                -4.75     0.001          0      3.1       0.0 
 30  101.25     -0.00     0.000          0      0.2       0.0                 0
 31  100.00     -0.26     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  120.00    0.00   10.00    2.73     46.32     2.73       2.73a     9963
  2  119.80    0.00   13.40    3.66     62.06     3.66       3.66a     9963
  3  119.40    0.00   20.17    5.51     93.41     5.51       5.51a     9963
  4  119.00    0.00   26.86    7.34    124.41     7.34       7.34a     9963
  5  118.50    0.00   35.09    9.58    162.54    10.34      10.34      9963
  6  118.20    0.00   39.96   10.92    185.10    11.47      11.47      9963
               0.00   39.96   10.91    185.10     0.00       0.00A    31881
  7  118.00    0.00   43.48   11.88    201.42    11.88      11.88a    31881
  8  117.50    0.00   52.25   14.27    242.01    16.18      16.18     31881
  9  117.00    0.00   61.03   16.67    282.67    23.02      23.02     31881
 10  116.50    0.00   69.89   19.09    323.72    28.65      28.65     31881
 11  116.00    0.00   78.87   21.54    365.32    33.65      33.65     31881
 12  115.60    0.00   86.13   23.53    398.97    37.40      37.40     31881
 13  115.20    0.00   93.46   25.53    432.89    40.91      40.91     31881
 14  114.60    0.00  104.51   28.55    484.08    46.17      46.17     31881
 15  114.20    0.00  111.90   30.56    518.29    49.72      49.72     31881
 16  113.80    0.00  119.28   32.58    552.51    48.41      48.41     31881
              Total> 119.28   31.00m   358.28   104.29     104.29     49814
 17  113.30   Total> 128.50   33.50m   367.49   115.42     115.42     49814
 18  112.80   Total> 137.69   36.00m   376.68   123.61     123.61     49814
 19  112.20   Total> 148.67   39.00m   387.67   133.96     133.96     49814
 20  111.60   Total> 159.61   42.00m   398.60   144.57     144.57     49814
 21  111.00   Total> 170.51   45.00m   409.51   155.60     155.60     49814
 22  110.60   Total> 177.76   47.00m   416.76   162.56     162.56     49814
 23  110.20   Total> 185.00   49.00m   424.00   168.95     168.95     49814
 24  110.00   Total> 188.62   50.00m   427.61   166.71     166.71     49814
 25  109.85   Total> 191.33   50.75m   430.32   176.26     176.26     49814
 26  107.73   Total> 229.71   61.37m   468.70   215.16     215.16     49814
 27  105.60   Total> 268.14   72.00m   507.14   254.29     254.29     49814
 28  104.05   Total> 296.26   79.75m   535.26   283.03     283.03     49814
 29  102.50   Total> 324.45   87.50m   563.45   313.63     313.63     49814
              Total> 324.45   87.50m   682.95   309.35     309.35     69740
 30  101.25   Total> 349.12   93.75m   707.61   336.83     336.83     69740
 31  100.00   Total> 373.82  100.00m   732.31   361.94     361.94     69740

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  120.00    0.00    0.00    0.00      0.00     0.00       0.00       0.0
  2  119.80    0.00    0.00    0.00      0.00     0.00       0.00       0.0
  3  119.40    0.00    0.00    0.00      0.00     0.00       0.00       0.0
  4  119.00    0.00    0.00    0.00      0.00     0.00       0.00       0.0
  5  118.50    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      9966

Run ID. Frognal South Wall_SLS 450jrp wall                  | Sheet No.
99A Frognal                                                 | Date:10-03-2014
Section B-B South Wall                                      | Checked :
-----------------------------------------------------------------------------
                                                              (continued)
Stage No.3   Excavate to elevation 118.50 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
  6  118.20    0.00    5.10    1.39     23.62    16.86      16.86      9966
               0.00    5.10    1.39     23.62    23.62      23.62p    31893
  7  118.00    0.00    8.80    2.40     40.76    25.52      25.52     31893
  8  117.50    0.00   18.05    4.93     83.61    25.03      25.03     31893
  9  117.00    0.00   27.30    7.46    126.47    26.51      26.51     31893
 10  116.50    0.00   36.56    9.99    169.35    29.62      29.62     31893
 11  116.00    0.00   45.82   12.52    212.24    33.57      33.57     31893
 12  115.60    0.00   53.23   14.54    246.57    37.05      37.05     31893
 13  115.20    0.00   60.65   16.57    280.92    40.82      40.82     31893
 14  114.60    0.00   71.78   19.61    332.47    46.58      46.58     31893
 15  114.20    0.00   79.20   21.63    366.86    50.38      50.38     31893
 16  113.80    0.00   86.63   23.66    401.27    59.08      59.08     31893
              Total>  86.63   23.50m   325.63   102.35     102.35     49832
 17  113.30   Total>  95.93   26.00m   334.92   109.61     109.61     49832
 18  112.80   Total> 105.23   28.50m   344.22   119.86     119.86     49832
 19  112.20   Total> 116.40   31.50m   355.40   131.63     131.63     49832
 20  111.60   Total> 127.59   34.50m   366.58   143.12     143.12     49832
 21  111.00   Total> 138.79   37.50m   377.78   154.18     154.18     49832
 22  110.60   Total> 146.26   39.50m   385.25   161.94     161.94     49832
 23  110.20   Total> 153.74   41.50m   392.73   170.27     170.27     49832
 24  110.00   Total> 157.48   42.50m   396.47   179.87     179.87     49832
 25  109.85   Total> 160.29   43.25m   399.28   175.82     175.82     49832
 26  107.73   Total> 200.13   53.87m   439.13   215.15     215.15     49832
 27  105.60   Total> 240.11   64.50m   479.10   254.43     254.43     49832
 28  104.05   Total> 269.33   72.25m   508.32   283.03     283.03     49832
 29  102.50   Total> 298.58   80.00m   537.58   309.92     309.92     49832
              Total> 298.58   80.00m   657.08   314.11     314.11     69765
 30  101.25   Total> 324.07   86.25m   682.57   336.83     336.83     69765
 31  100.00   Total> 349.58   92.50m   708.07   362.19     362.19     69765
 
Note:     11.88a  Soil pressure at active limit 
          23.62p  Soil pressure at passive limit 
           0.00A  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 South Wall_SLS 450jrp wall    |
99A Frognal                                                 | Date:10-03-2014
Section B-B South 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 South Wall_SLS 450jrp wall    |
99A Frognal                                                 | Date:10-03-2014
Section B-B South Wall                                      | Checked :
-----------------------------------------------------------------------------
                                                       Units: kN,m
Stage No. 5   Excavate to elevation 115.20 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  
   5  120.00  115.20   119.00   4.028     n/a    113.69    1.51

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 100.00               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  120.00     17.65     0.002  -1.18E-03      0.0       0.0             93940
  2  119.80     12.85     0.002  -1.18E-03      3.0       0.4             93940
  3  119.40     12.13     0.002  -1.19E-03      8.0       2.7             93940
  4  119.00     11.76     0.003  -1.21E-03     12.8       7.0     44.7    93940
                11.76     0.003  -1.21E-03    -31.9       7.0 
  5  118.50     13.05     0.003  -1.21E-03    -25.7      -7.3             93940
  6  118.20     13.31     0.004  -1.17E-03    -21.7     -14.3             93940
                 5.87     0.004  -1.17E-03    -21.7     -14.3 
  7  118.00     10.51     0.004  -1.14E-03    -20.1     -18.5             93940
  8  117.50      8.40     0.005  -1.02E-03    -15.4     -27.3             93940
  9  117.00      9.49     0.005  -8.60E-04    -10.9     -33.8             93940
 10  116.50     11.33     0.005  -6.69E-04     -5.7     -37.9             93940
 11  116.00     21.54     0.006  -4.64E-04      2.5     -39.2             93940
 12  115.60     23.53     0.006  -3.03E-04     11.6     -36.4             93940
 13  115.20     25.53     0.006  -1.62E-04     21.4     -29.8             93940
 14  114.60    -22.69     0.006  -2.28E-05     22.2     -13.9             93940
 15  114.20    -16.74     0.006   2.12E-05     14.3      -6.8             93940
 16  113.80    -44.94     0.006   4.10E-05      2.0      -2.4             93940
               -28.72     0.006   4.10E-05      2.0      -2.4 
 17  113.30      4.10     0.006   6.08E-05     -4.2      -5.0             93940
 18  112.80      3.34     0.006   9.18E-05     -2.3      -6.6             93940
 19  112.20      3.79     0.006   1.36E-04     -0.2      -7.4             93940
 20  111.60      3.03     0.006   1.81E-04      1.9      -6.8             93940
 21  111.00      4.12     0.006   2.20E-04      4.0      -5.2             93940
 22  110.60      1.85     0.006   2.37E-04      5.2      -3.2             93940
 23  110.20     -2.17     0.005   2.46E-04      5.2      -1.0             93940
 24  110.00    -28.26     0.005   2.48E-04      2.1      -0.0                 0
 25  109.85      0.57     0.005          0      0.0       0.0                 0
 26  107.73      0.08     0.005          0      0.7       0.0                 0

Run ID. Frognal South Wall_SLS 450jrp wall                  | Sheet No.
99A Frognal                                                 | Date:10-03-2014
Section B-B South Wall                                      | Checked :
-----------------------------------------------------------------------------
                                                              (continued)
Stage No.5   Excavate to elevation 115.20 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
 27  105.60     -0.18     0.004          0      0.6       0.0                 0
 28  104.05      0.02     0.003          0      0.5       0.0                 0
 29  102.50     12.02     0.002          0      9.8       0.0                 0
               -15.18     0.002          0      9.8       0.0 
 30  101.25      0.01     0.001          0      0.4       0.0                 0
 31  100.00     -0.59     0.000          0      0.0       0.0               ---
 At elev. 119.00 Strut force =    134.1 kN/strut =     44.7 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  120.00    0.00   10.00    2.73     46.32    17.65      17.65      9963
  2  119.80    0.00   13.40    3.66     62.06    12.85      12.85      9963
  3  119.40    0.00   20.17    5.51     93.41    12.13      12.13      9963
  4  119.00    0.00   26.86    7.34    124.41    11.76      11.76      9963
  5  118.50    0.00   35.09    9.58    162.54    13.05      13.05      9963
  6  118.20    0.00   39.96   10.92    185.10    13.31      13.31      9963
               0.00   39.96   10.91    185.10     5.87       5.87A    31881
  7  118.00    0.00   43.48   11.88    201.42    10.51      10.51A    31881
  8  117.50    0.00   52.25   14.27    242.01     8.40       8.40A    31881
  9  117.00    0.00   61.03   16.67    282.67     9.49       9.49A    31881
 10  116.50    0.00   69.89   19.09    323.72    11.33      11.33A    31881
 11  116.00    0.00   78.87   21.54    365.32    21.54      21.54a    31881
 12  115.60    0.00   86.13   23.53    398.97    23.53      23.53a    31881
 13  115.20    0.00   93.46   25.53    432.89    25.53      25.53a    31881
 14  114.60    0.00  104.51   28.55    484.08    28.73      28.73     31881
 15  114.20    0.00  111.90   30.56    518.29    34.71      34.71     31881
 16  113.80    0.00  119.28   32.58    552.51    27.61      27.61A    31881
              Total> 119.28   31.00m   358.28    60.06      60.06     49814
 17  113.30   Total> 128.50   33.50m   367.49    84.26      84.26     49814
 18  112.80   Total> 137.69   36.00m   376.68    92.84      92.84     49814
 19  112.20   Total> 148.67   39.00m   387.67   104.02     104.02     49814
 20  111.60   Total> 159.61   42.00m   398.60   114.69     114.69     49814
 21  111.00   Total> 170.51   45.00m   409.51   126.34     126.34     49814
 22  110.60   Total> 177.76   47.00m   416.76   132.58     132.58     49814
 23  110.20   Total> 185.00   49.00m   424.00   137.98     137.98     49814
 24  110.00   Total> 188.62   50.00m   427.61   128.62     128.62     49814
 25  109.85   Total> 191.33   50.75m   430.32   145.72     145.72     49814
 26  107.73   Total> 229.71   61.37m   468.70   185.14     185.14     49814
 27  105.60   Total> 268.14   72.00m   507.14   224.71     224.71     49814
 28  104.05   Total> 296.26   79.75m   535.26   253.93     253.93     49814
 29  102.50   Total> 324.45   87.50m   563.45   289.35     289.35     49814
              Total> 324.45   87.50m   682.95   275.36     275.36     69740
 30  101.25   Total> 349.12   93.75m   707.61   308.73     308.73     69740
 31  100.00   Total> 373.82  100.00m   732.31   335.15     335.15     69740

Run ID. Frognal South Wall_SLS 450jrp wall                  | Sheet No.
99A Frognal                                                 | Date:10-03-2014
Section B-B South Wall                                      | Checked :
-----------------------------------------------------------------------------
                                                              (continued)
Stage No.5   Excavate to elevation 115.20 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  120.00    0.00    0.00    0.00      0.00     0.00       0.00       0.0
  2  119.80    0.00    0.00    0.00      0.00     0.00       0.00       0.0
  3  119.40    0.00    0.00    0.00      0.00     0.00       0.00       0.0
  4  119.00    0.00    0.00    0.00      0.00     0.00       0.00       0.0
  5  118.50    0.00    0.00    0.00      0.00     0.00       0.00       0.0
  6  118.20    0.00    0.00    0.00      0.00     0.00       0.00       0.0
  7  118.00    0.00    0.00    0.00      0.00     0.00       0.00       0.0
  8  117.50    0.00    0.00    0.00      0.00     0.00       0.00       0.0
  9  117.00    0.00    0.00    0.00      0.00     0.00       0.00       0.0
 10  116.50    0.00    0.00    0.00      0.00     0.00       0.00       0.0
 11  116.00    0.00    0.00    0.00      0.00     0.00       0.00       0.0
 12  115.60    0.00    0.00    0.00      0.00     0.00       0.00       0.0
 13  115.20    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     31918
 14  114.60    0.00   11.10    3.03     51.42    51.42      51.42p    31918
 15  114.20    0.00   18.50    5.05     85.71    51.45      51.45     31918
 16  113.80    0.00   25.91    7.08    120.03    72.55      72.55     31918
              Total>  25.91    7.00m   264.91    88.78      88.78     49872
 17  113.30   Total>  35.18    9.50m   274.18    80.15      80.15     49872
 18  112.80   Total>  44.46   12.00m   283.46    89.50      89.50     49872
 19  112.20   Total>  55.62   16.00w   294.61   100.23     100.23     49872
 20  111.60   Total>  66.81   18.00m   305.80   111.65     111.65     49872
 21  111.00   Total>  78.02   21.00m   317.02   122.21     122.21     49872
 22  110.60   Total>  85.52   23.00m   324.51   130.72     130.72     49872
 23  110.20   Total>  93.03   25.00m   332.03   140.16     140.16     49872
 24  110.00   Total>  96.79   26.00m   335.79   156.87     156.87     49872
 25  109.85   Total>  99.62   26.75m   338.61   145.15     145.15     49872
 26  107.73   Total> 139.92   37.37m   378.91   185.07     185.07     49872
 27  105.60   Total> 180.75   48.00m   419.74   224.89     224.89     49872
 28  104.05   Total> 210.84   55.75m   449.83   253.90     253.90     49872
 29  102.50   Total> 241.16   63.50m   480.15   277.33     277.33     49872
              Total> 241.16   63.50m   599.65   290.54     290.54     69820
 30  101.25   Total> 267.61   69.75m   626.11   308.72     308.72     69820
 31  100.00   Total> 294.17   76.00m   652.66   335.74     335.74     69820
 
Note:     25.53a  Soil pressure at active limit 
          51.42p  Soil pressure at passive limit 
          27.61A  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 South Wall_SLS 450jrp wall    |
99A Frognal                                                 | Date:10-03-2014
Section B-B South 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 South Wall_SLS 450jrp wall    |
99A Frognal                                                 | Date:10-03-2014
Section B-B South 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  120.00  115.20           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 100.00               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  120.00     17.32     0.002  -1.16E-03      0.0       0.0             93940
  2  119.80     12.69     0.002  -1.16E-03      3.0       0.4             93940
  3  119.40     12.07     0.002  -1.17E-03      8.0       2.7             93940
  4  119.00     11.77     0.003  -1.19E-03     12.7       6.9     42.9    93940
                11.77     0.003  -1.19E-03    -30.2       6.9 
  5  118.50     13.11     0.003  -1.19E-03    -24.0      -6.6             93940
  6  118.20     13.37     0.004  -1.16E-03    -20.0     -13.0             93940
                 6.06     0.004  -1.16E-03    -20.0     -13.0 
  7  118.00     11.03     0.004  -1.12E-03    -18.3     -16.9             93940
  8  117.50      9.18     0.005  -1.01E-03    -13.3     -24.7             93940
  9  117.00     10.47     0.005  -8.72E-04     -8.3     -30.1             93940
 10  116.50     12.35     0.005  -7.04E-04     -2.6     -32.9             93940
 11  116.00     22.35     0.006  -5.30E-04      6.0     -32.5     14.8    93940
                22.35     0.006  -5.30E-04     -8.7     -32.5 
 12  115.60     23.76     0.006  -3.89E-04      0.5     -34.1             93940
 13  115.20     25.00     0.006  -2.48E-04     10.2     -31.9             93940
 14  114.60      2.47     0.006  -7.87E-05     18.5     -21.2             93940
 15  114.20     -8.46     0.006  -3.54E-06     17.3     -14.1             93940
 16  113.80    -33.19     0.006   4.29E-05      8.9      -7.7             93940
               -34.68     0.006   4.29E-05      8.9      -7.7 
 17  113.30     -0.14     0.006   8.38E-05      0.2      -7.6             93940
 18  112.80      0.24     0.006   1.24E-04      0.3      -7.5             93940
 19  112.20      1.97     0.006   1.71E-04      0.9      -7.3             93940
 20  111.60      1.99     0.006   2.15E-04      2.1      -6.4             93940
 21  111.00      3.73     0.006   2.51E-04      3.8      -4.8             93940
 22  110.60      1.58     0.006   2.68E-04      4.9      -3.0             93940
 23  110.20     -1.90     0.005   2.76E-04      4.8      -0.9             93940
 24  110.00    -26.46     0.005   2.77E-04      2.0      -0.0                 0
 25  109.85      0.70     0.005          0      0.1       0.0                 0

Run ID. Frognal South Wall_SLS 450jrp wall                  | Sheet No.
99A Frognal                                                 | Date:10-03-2014
Section B-B South 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
 26  107.73      0.01     0.005          0      0.8       0.0                 0
 27  105.60     -0.18     0.004          0      0.6       0.0                 0
 28  104.05      0.02     0.003          0      0.5       0.0                 0
 29  102.50     11.94     0.002          0      9.8       0.0                 0
               -15.08     0.002          0      9.8       0.0 
 30  101.25      0.01     0.001          0      0.4       0.0                 0
 31  100.00     -0.59     0.000          0      0.0       0.0               ---
 At elev. 119.00 Strut force =    128.8 kN/strut =     42.9 kN/m run
 At elev. 116.00 Strut force =     14.8 kN/strut =     14.8 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  120.00    0.00   10.00    2.73     46.32    17.32      17.32      9963
  2  119.80    0.00   13.40    3.66     62.06    12.69      12.69      9963
  3  119.40    0.00   20.17    5.51     93.41    12.07      12.07      9963
  4  119.00    0.00   26.86    7.34    124.41    11.77      11.77      9963
  5  118.50    0.00   35.09    9.58    162.54    13.11      13.11      9963
  6  118.20    0.00   39.96   10.92    185.10    13.37      13.37      9963
               0.00   39.96   10.91    185.10     6.06       6.06A    31881
  7  118.00    0.00   43.48   11.88    201.42    11.03      11.03A    31881
  8  117.50    0.00   52.25   14.27    242.01     9.18       9.18A    31881
  9  117.00    0.00   61.03   16.67    282.67    10.47      10.47A    31881
 10  116.50    0.00   69.89   19.09    323.72    12.35      12.35A    31881
 11  116.00    0.00   78.87   21.54    365.32    22.35      22.35     31881
 12  115.60    0.00   86.13   23.53    398.97    23.76      23.76     31881
 13  115.20    0.00   93.46   25.53    432.89    25.00      25.00A    31881
 14  114.60    6.00   98.51   26.91    456.29    26.09      32.09A    31881
 15  114.20   10.00  101.90   27.83    471.98    30.94      40.94     31881
 16  113.80   14.00  105.28   28.76    487.66    21.99      35.99A    31881
              Total> 119.28   31.00m   358.28    57.30      57.30     49814
 17  113.30   Total> 128.50   33.50m   367.49    82.74      82.74     49814
 18  112.80   Total> 137.69   36.00m   376.68    92.13      92.13     49814
 19  112.20   Total> 148.67   39.00m   387.67   104.23     104.23     49814
 20  111.60   Total> 159.61   42.00m   398.60   115.54     115.54     49814
 21  111.00   Total> 170.51   45.00m   409.51   127.76     127.76     49814
 22  110.60   Total> 177.76   47.00m   416.76   134.23     134.23     49814
 23  110.20   Total> 185.00   49.00m   424.00   140.07     140.07     49814
 24  110.00   Total> 188.62   50.00m   427.61   131.50     131.50     49814
 25  109.85   Total> 191.33   50.75m   430.32   147.82     147.82     49814
 26  107.73   Total> 229.71   61.37m   468.70   187.36     187.36     49814
 27  105.60   Total> 268.14   72.00m   507.14   226.97     226.97     49814
 28  104.05   Total> 296.26   79.75m   535.26   256.18     256.18     49814
 29  102.50   Total> 324.45   87.50m   563.45   291.56     291.56     49814
              Total> 324.45   87.50m   682.95   277.67     277.67     69740
 30  101.25   Total> 349.12   93.75m   707.61   310.98     310.98     69740
 31  100.00   Total> 373.82  100.00m   732.31   337.39     337.39     69740

Run ID. Frognal South Wall_SLS 450jrp wall                  | Sheet No.
99A Frognal                                                 | Date:10-03-2014
Section B-B South Wall                                      | Checked :
-----------------------------------------------------------------------------
                                                              (continued)
Stage No.7   Apply water pressure profile no.2  ( Mod. Conserv. )
 
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  120.00    0.00    0.00    0.00      0.00     0.00       0.00       0.0
  2  119.80    0.00    0.00    0.00      0.00     0.00       0.00       0.0
  3  119.40    0.00    0.00    0.00      0.00     0.00       0.00       0.0
  4  119.00    0.00    0.00    0.00      0.00     0.00       0.00       0.0
  5  118.50    0.00    0.00    0.00      0.00     0.00       0.00       0.0
  6  118.20    0.00    0.00    0.00      0.00     0.00       0.00       0.0
  7  118.00    0.00    0.00    0.00      0.00     0.00       0.00       0.0
  8  117.50    0.00    0.00    0.00      0.00     0.00       0.00       0.0
  9  117.00    0.00    0.00    0.00      0.00     0.00       0.00       0.0
 10  116.50    0.00    0.00    0.00      0.00     0.00       0.00       0.0
 11  116.00    0.00    0.00    0.00      0.00     0.00       0.00       0.0
 12  115.60    0.00    0.00    0.00      0.00     0.00       0.00       0.0
 13  115.20    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     31918
 14  114.60    6.00    5.10    1.39     23.63    23.63      29.63p    31918
 15  114.20   10.00    8.50    2.32     39.39    39.39      49.39p    31918
 16  113.80   14.00   11.91    3.25     55.18    55.18      69.18p    31918
              Total>  25.91   14.00w   264.91    91.98      91.98     49872
 17  113.30   Total>  35.18   19.00w   274.18    82.87      82.87     49872
 18  112.80   Total>  44.46   24.00w   283.46    91.89      91.89     49872
 19  112.20   Total>  55.62   30.00w   294.61   102.26     102.26     49872
 20  111.60   Total>  66.81   18.00m   305.80   113.55     113.55     49872
 21  111.00   Total>  78.02   21.00m   317.02   124.04     124.04     49872
 22  110.60   Total>  85.52   23.00m   324.51   132.65     132.65     49872
 23  110.20   Total>  93.03   25.00m   332.03   141.96     141.96     49872
 24  110.00   Total>  96.79   26.00m   335.79   157.96     157.96     49872
 25  109.85   Total>  99.62   26.75m   338.61   147.12     147.12     49872
 26  107.73   Total> 139.92   37.37m   378.91   187.35     187.35     49872
 27  105.60   Total> 180.75   48.00m   419.74   227.14     227.14     49872
 28  104.05   Total> 210.84   55.75m   449.83   256.16     256.16     49872
 29  102.50   Total> 241.16   63.50m   480.15   279.62     279.62     49872
              Total> 241.16   63.50m   599.65   292.75     292.75     69820
 30  101.25   Total> 267.61   69.75m   626.11   310.97     310.97     69820
 31  100.00   Total> 294.17   76.00m   652.66   337.98     337.98     69820
 
Note:     12.34a  Soil pressure at active limit 
          69.18p  Soil pressure at passive limit 
          35.99A  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 South Wall_SLS 450jrp wall    |
99A Frognal                                                 | Date:10-03-2014
Section B-B South 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 South Wall_SLS 450jrp wall    |
99A Frognal                                                 | Date:10-03-2014
Section B-B South Wall                                      | Checked :
-----------------------------------------------------------------------------
                                                       Units: kN,m
Stage No. 9   Remove strut or anchor no.1 at elevation 119.00
 
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  
   9  120.00  115.20           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 100.00               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  120.00     19.78     0.002  -1.40E-03      0.0       0.0             93940
  2  119.80     13.61     0.002  -1.40E-03      3.3       0.4     30.6    93940
                13.61     0.002  -1.40E-03    -27.2       0.4 
  3  119.40     12.02     0.002  -1.38E-03    -22.1      -9.3             93940
  4  119.00     11.01     0.003  -1.33E-03    -17.5     -17.1             93940
  5  118.50     12.12     0.004  -1.22E-03    -11.7     -24.3             93940
  6  118.20     12.32     0.004  -1.13E-03     -8.1     -27.1             93940
                 2.70     0.004  -1.13E-03     -8.1     -27.1 
  7  118.00      8.19     0.004  -1.07E-03     -7.0     -28.7             93940
  8  117.50      7.06     0.005  -9.20E-04     -3.1     -31.2             93940
  9  117.00      9.39     0.005  -7.53E-04      1.0     -31.8             93940
 10  116.50     15.81     0.005  -5.88E-04      7.3     -30.0             93940
 11  116.00     23.09     0.006  -4.44E-04     17.0     -24.2     30.2    93940
                23.09     0.006  -4.44E-04    -13.2     -24.2 
 12  115.60     24.81     0.006  -3.34E-04     -3.7     -27.6             93940
 13  115.20     26.04     0.006  -2.17E-04      6.5     -27.0             93940
 14  114.60      3.77     0.006  -7.33E-05     15.5     -18.3             93940
 15  114.20     -7.39     0.006  -8.14E-06     14.7     -12.3             93940
 16  113.80    -31.53     0.006   3.26E-05      7.0      -6.9             93940
               -32.10     0.006   3.26E-05      7.0      -6.9 
 17  113.30      1.15     0.006   7.06E-05     -0.8      -7.4             93940
 18  112.80      1.09     0.006   1.10E-04     -0.2      -7.7             93940
 19  112.20      2.39     0.006   1.59E-04      0.8      -7.6             93940
 20  111.60      2.21     0.006   2.05E-04      2.2      -6.7             93940
 21  111.00      3.79     0.006   2.42E-04      4.0      -5.0             93940
 22  110.60      1.62     0.006   2.60E-04      5.1      -3.1             93940
 23  110.20     -2.03     0.005   2.68E-04      5.0      -1.0             93940
 24  110.00    -27.38     0.005   2.69E-04      2.1      -0.0                 0
 25  109.85      0.70     0.005          0      0.1       0.0                 0

Run ID. Frognal South Wall_SLS 450jrp wall                  | Sheet No.
99A Frognal                                                 | Date:10-03-2014
Section B-B South Wall                                      | Checked :
-----------------------------------------------------------------------------
                                                              (continued)
Stage No.9   Remove strut or anchor no.1 at elevation 119.00
 
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
 26  107.73      0.01     0.005          0      0.8       0.0                 0
 27  105.60     -0.18     0.004          0      0.6       0.0                 0
 28  104.05      0.02     0.003          0      0.5       0.0                 0
 29  102.50     11.94     0.002          0      9.8       0.0                 0
               -15.08     0.002          0      9.8       0.0 
 30  101.25      0.01     0.001          0      0.4       0.0                 0
 31  100.00     -0.59     0.000          0      0.0       0.0               ---
 At elev. 119.80 Strut force =     30.6 kN/strut =     30.6 kN/m run
 At elev. 116.00 Strut force =     30.2 kN/strut =     30.2 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  120.00    0.00   10.00    2.73     46.32    19.78      19.78      9963
  2  119.80    0.00   13.40    3.66     62.06    13.61      13.61      9963
  3  119.40    0.00   20.17    5.51     93.41    12.02      12.02      9963
  4  119.00    0.00   26.86    7.34    124.41    11.01      11.01      9963
  5  118.50    0.00   35.09    9.58    162.54    12.12      12.12      9963
  6  118.20    0.00   39.96   10.92    185.10    12.32      12.32      9963
               0.00   39.96   10.91    185.10     2.70       2.70A    31881
  7  118.00    0.00   43.48   11.88    201.42     8.19       8.19A    31881
  8  117.50    0.00   52.25   14.27    242.01     7.06       7.06A    31881
  9  117.00    0.00   61.03   16.67    282.67     9.39       9.39A    31881
 10  116.50    0.00   69.89   19.09    323.72    15.81      15.81A    31881
 11  116.00    0.00   78.87   21.54    365.32    23.09      23.09     31881
 12  115.60    0.00   86.13   23.53    398.97    24.81      24.81     31881
 13  115.20    0.00   93.46   25.53    432.89    26.04      26.04     31881
 14  114.60    6.00   98.51   26.91    456.29    26.99      32.99     31881
 15  114.20   10.00  101.90   27.83    471.98    31.60      41.60     31881
 16  113.80   14.00  105.28   28.76    487.66    22.99      36.99A    31881
              Total> 119.28   31.00m   358.28    58.85      58.85     49814
 17  113.30   Total> 128.50   33.50m   367.49    83.49      83.49     49814
 18  112.80   Total> 137.69   36.00m   376.68    92.63      92.63     49814
 19  112.20   Total> 148.67   39.00m   387.67   104.48     104.48     49814
 20  111.60   Total> 159.61   42.00m   398.60   115.67     115.67     49814
 21  111.00   Total> 170.51   45.00m   409.51   127.80     127.80     49814
 22  110.60   Total> 177.76   47.00m   416.76   134.25     134.25     49814
 23  110.20   Total> 185.00   49.00m   424.00   140.00     140.00     49814
 24  110.00   Total> 188.62   50.00m   427.61   131.04     131.04     49814
 25  109.85   Total> 191.33   50.75m   430.32   147.81     147.81     49814
 26  107.73   Total> 229.71   61.37m   468.70   187.33     187.33     49814
 27  105.60   Total> 268.14   72.00m   507.14   226.93     226.93     49814
 28  104.05   Total> 296.26   79.75m   535.26   256.15     256.15     49814
 29  102.50   Total> 324.45   87.50m   563.45   291.53     291.53     49814
              Total> 324.45   87.50m   682.95   277.63     277.63     69740
 30  101.25   Total> 349.12   93.75m   707.61   310.95     310.95     69740
 31  100.00   Total> 373.82  100.00m   732.31   337.39     337.39     69740

Run ID. Frognal South Wall_SLS 450jrp wall                  | Sheet No.
99A Frognal                                                 | Date:10-03-2014
Section B-B South Wall                                      | Checked :
-----------------------------------------------------------------------------
                                                              (continued)
Stage No.9   Remove strut or anchor no.1 at elevation 119.00
 
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  120.00    0.00    0.00    0.00      0.00     0.00       0.00       0.0
  2  119.80    0.00    0.00    0.00      0.00     0.00       0.00       0.0
  3  119.40    0.00    0.00    0.00      0.00     0.00       0.00       0.0
  4  119.00    0.00    0.00    0.00      0.00     0.00       0.00       0.0
  5  118.50    0.00    0.00    0.00      0.00     0.00       0.00       0.0
  6  118.20    0.00    0.00    0.00      0.00     0.00       0.00       0.0
  7  118.00    0.00    0.00    0.00      0.00     0.00       0.00       0.0
  8  117.50    0.00    0.00    0.00      0.00     0.00       0.00       0.0
  9  117.00    0.00    0.00    0.00      0.00     0.00       0.00       0.0
 10  116.50    0.00    0.00    0.00      0.00     0.00       0.00       0.0
 11  116.00    0.00    0.00    0.00      0.00     0.00       0.00       0.0
 12  115.60    0.00    0.00    0.00      0.00     0.00       0.00       0.0
 13  115.20    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     31918
 14  114.60    6.00    5.10    1.39     23.63    23.22      29.22     31918
 15  114.20   10.00    8.50    2.32     39.39    38.99      48.99     31918
 16  113.80   14.00   11.91    3.25     55.18    54.52      68.52     31918
              Total>  25.91   14.00w   264.91    90.95      90.95     49872
 17  113.30   Total>  35.18   19.00w   274.18    82.34      82.34     49872
 18  112.80   Total>  44.46   24.00w   283.46    91.53      91.53     49872
 19  112.20   Total>  55.62   30.00w   294.61   102.08     102.08     49872
 20  111.60   Total>  66.81   18.00m   305.80   113.46     113.46     49872
 21  111.00   Total>  78.02   21.00m   317.02   124.01     124.01     49872
 22  110.60   Total>  85.52   23.00m   324.51   132.63     132.63     49872
 23  110.20   Total>  93.03   25.00m   332.03   142.03     142.03     49872
 24  110.00   Total>  96.79   26.00m   335.79   158.42     158.42     49872
 25  109.85   Total>  99.62   26.75m   338.61   147.12     147.12     49872
 26  107.73   Total> 139.92   37.37m   378.91   187.32     187.32     49872
 27  105.60   Total> 180.75   48.00m   419.74   227.11     227.11     49872
 28  104.05   Total> 210.84   55.75m   449.83   256.13     256.13     49872
 29  102.50   Total> 241.16   63.50m   480.15   279.59     279.59     49872
              Total> 241.16   63.50m   599.65   292.71     292.71     69820
 30  101.25   Total> 267.61   69.75m   626.11   310.94     310.94     69820
 31  100.00   Total> 294.17   76.00m   652.66   337.98     337.98     69820
 
Note:     12.34a  Soil pressure at active limit 
         123.45p  Soil pressure at passive limit 
          36.99A  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 South Wall_SLS 450jrp wall    |
99A Frognal                                                 | Date:10-03-2014
Section B-B South 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 South Wall_SLS 450jrp wall    |
99A Frognal                                                 | Date:10-03-2014
Section B-B South Wall                                      | Checked :
-----------------------------------------------------------------------------
                                                       Units: kN,m
Stage No. 12   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  
  12  120.00  115.20           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 100.00               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  120.00     22.61     0.002  -9.38E-04      0.0       0.0             93940
  2  119.80     14.19     0.002  -9.39E-04      3.7       0.5     39.9    93940
                14.19     0.002  -9.39E-04    -36.2       0.5 
  3  119.40     11.69     0.002  -9.12E-04    -31.0     -12.8             93940
  4  119.00     12.81     0.003  -8.34E-04    -26.1     -24.1            200000
  5  118.50     17.25     0.003  -7.01E-04    -18.6     -35.2            200000
  6  118.20     21.12     0.003  -6.01E-04    -12.8     -39.9            200000
                 6.34     0.003  -6.01E-04    -12.8     -39.9 
  7  118.00      7.73     0.003  -5.29E-04    -11.4     -42.3            200000
  8  117.50      5.28     0.003  -3.33E-04     -8.2     -47.1            200000
  9  117.00      7.67     0.004  -1.22E-04     -4.9     -50.4            200000
 10  116.50     15.05     0.004   9.24E-05      0.7     -51.8            200000
 11  116.00     23.83     0.004   2.95E-04     10.5     -49.4     -0.0   200000
 12  115.60     27.56     0.003   4.46E-04     20.7     -43.2            200000
 13  115.20     31.40     0.003   5.84E-04     32.5     -32.6             93940
                 6.82     0.003   5.84E-04     32.5     -32.6 
 14  114.60     -1.34     0.003   7.26E-04     34.2     -11.8             93940
 15  114.20    -11.69     0.002   7.48E-04     31.6       1.3             93940
 16  113.80    -15.71     0.002   7.17E-04     26.1      13.1             93940
               -58.63     0.002   7.17E-04     26.1      13.1 
 17  113.30    -20.15     0.002   6.32E-04      6.4      18.8             93940
 18  112.80    -11.48     0.002   5.30E-04     -1.5      19.5             93940
 19  112.20     -3.81     0.001   4.15E-04     -6.1      16.6             93940
 20  111.60     -1.35     0.001   3.23E-04     -7.6      12.2             93940
 21  111.00      0.26     0.001   2.60E-04     -8.0       7.4             93940
 22  110.60      0.37     0.001   2.35E-04     -7.8       4.3             93940
 23  110.20      5.92     0.001   2.24E-04     -6.6       1.2             93940
 24  110.00     34.22     0.001   2.22E-04     -2.6      -0.0                 0

Run ID. Frognal South Wall_SLS 450jrp wall                  | Sheet No.
99A Frognal                                                 | Date:10-03-2014
Section B-B South Wall                                      | Checked :
-----------------------------------------------------------------------------
                                                              (continued)
Stage No.12  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  109.85     -0.93     0.001          0     -0.1       0.0                 0
 26  107.73     -0.18     0.001          0     -1.2       0.0                 0
 27  105.60      0.36     0.000          0     -1.0       0.0                 0
 28  104.05      0.03     0.000          0     -0.7       0.0                 0
 29  102.50      3.02     0.000          0      1.6       0.0                 0
                -3.27     0.000          0      1.6       0.0 
 30  101.25      0.04     0.000          0     -0.4       0.0                 0
 31  100.00      0.60     0.000          0     -0.0       0.0               ---
 At elev. 119.80 Strut force =     39.9 kN/strut =     39.9 kN/m run
 At elev. 116.00 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  120.00    0.00   10.00    2.73     46.32    22.61      22.61      9963
  2  119.80    0.00   13.40    3.66     62.06    14.19      14.19      9963
  3  119.40    0.00   20.17    5.51     93.41    11.69      11.69      9963
  4  119.00    0.00   26.86    7.34    124.41    12.81      12.81      9963
  5  118.50    0.00   35.09    9.58    162.54    17.25      17.25      9963
  6  118.20    0.00   39.96   10.92    185.10    21.12      21.12      9963
               0.00   39.96   10.91    185.10     6.34       6.34A    31881
  7  118.00    0.00   43.48   11.88    201.42     7.73       7.73A    31881
  8  117.50    0.00   52.25   14.27    242.01     5.28       5.28A    31881
  9  117.00    0.00   61.03   16.67    282.67     7.67       7.67A    31881
 10  116.50    0.00   69.89   19.09    323.72    15.05      15.05A    31881
 11  116.00    0.00   78.87   21.54    365.32    23.83      23.83     31881
 12  115.60    0.00   86.13   23.53    398.97    27.56      27.56     31881
 13  115.20    0.00   93.46   25.53    432.89    31.40      31.40     31881
 14  114.60    6.00   98.51   26.91    456.29    35.12      41.12     31881
 15  114.20   10.00  101.90   27.83    471.98    41.72      51.72     31881
 16  113.80   14.00  105.28   28.76    487.66    44.26      58.26     31881
              Total> 119.28   31.00m   358.28    92.09      92.09     49814
 17  113.30   Total> 128.50   33.50m   367.49   119.37     119.37     49814
 18  112.80   Total> 137.69   36.00m   376.68   132.69     132.69     49814
 19  112.20   Total> 148.67   39.00m   387.67   147.19     147.19     49814
 20  111.60   Total> 159.61   42.00m   398.60   159.15     159.15     49814
 21  111.00   Total> 170.51   45.00m   409.51   170.62     170.62     49814
 22  110.60   Total> 177.76   47.00m   416.76   177.82     177.82     49814
 23  110.20   Total> 185.00   49.00m   424.00   187.70     187.70     49814
 24  110.00   Total> 188.62   50.00m   427.61   205.34     205.34     49814
 25  109.85   Total> 191.33   50.75m   430.32   190.33     190.33     49814
 26  107.73   Total> 229.71   61.37m   468.70   227.28     227.28     49814
 27  105.60   Total> 268.14   72.00m   507.14   263.91     263.91     49814
 28  104.05   Total> 296.26   79.75m   535.26   290.37     290.37     49814
 29  102.50   Total> 324.45   87.50m   563.45   318.66     318.66     49814
              Total> 324.45   87.50m   682.95   315.61     315.61     69740
 30  101.25   Total> 349.12   93.75m   707.61   340.87     340.87     69740
 31  100.00   Total> 373.82  100.00m   732.31   364.70     364.70     69740

Run ID. Frognal South Wall_SLS 450jrp wall                  | Sheet No.
99A Frognal                                                 | Date:10-03-2014
Section B-B South Wall                                      | Checked :
-----------------------------------------------------------------------------
                                                              (continued)
Stage No.12  Change properties of soil type 1 to soil type 5
              Ko pressures will be reset
 
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  120.00    0.00    0.00    0.00      0.00     0.00       0.00       0.0
  2  119.80    0.00    0.00    0.00      0.00     0.00       0.00       0.0
  3  119.40    0.00    0.00    0.00      0.00     0.00       0.00       0.0
  4  119.00    0.00    0.00    0.00      0.00     0.00       0.00       0.0
  5  118.50    0.00    0.00    0.00      0.00     0.00       0.00       0.0
  6  118.20    0.00    0.00    0.00      0.00     0.00       0.00       0.0
  7  118.00    0.00    0.00    0.00      0.00     0.00       0.00       0.0
  8  117.50    0.00    0.00    0.00      0.00     0.00       0.00       0.0
  9  117.00    0.00    0.00    0.00      0.00     0.00       0.00       0.0
 10  116.50    0.00    0.00    0.00      0.00     0.00       0.00       0.0
 11  116.00    0.00    0.00    0.00      0.00     0.00       0.00       0.0
 12  115.60    0.00    0.00    0.00      0.00     0.00       0.00       0.0
 13  115.20    0.00    0.00    0.00      0.00     0.00       0.00       0.0
               0.00   90.00   24.58    416.88    24.58      24.58a    31918
 14  114.60    6.00   95.09   25.97    440.45    36.46      42.46     31918
 15  114.20   10.00   98.46   26.89    456.08    53.41      63.41     31918
 16  113.80   14.00  101.80   27.81    471.54    59.97      73.97     31918
              Total> 115.80   14.00w   354.80   150.72     150.72     49872
 17  113.30   Total> 124.91   19.00w   363.91   139.52     139.52     49872
 18  112.80   Total> 133.94   24.00w   372.93   144.16     144.16     49872
 19  112.20   Total> 144.63   30.00w   383.62   151.00     151.00     49872
 20  111.60   Total> 155.16   18.00m   394.15   160.51     160.51     49872
 21  111.00   Total> 165.53   21.00m   404.52   170.37     170.37     49872
 22  110.60   Total> 172.35   23.00m   411.35   177.45     177.45     49872
 23  110.20   Total> 179.11   25.00m   418.11   181.77     181.77     49872
 24  110.00   Total> 182.47   26.00m   421.46   171.12     171.12     49872
 25  109.85   Total> 184.98   26.75m   423.97   191.26     191.26     49872
 26  107.73   Total> 219.81   37.37m   458.80   227.45     227.45     49872
 27  105.60   Total> 254.02   48.00m   493.02   263.55     263.55     49872
 28  104.05   Total> 279.06   55.75m   518.06   290.33     290.33     49872
 29  102.50   Total> 304.38   65.45    543.38   315.64     315.64     49872
              Total> 304.38   63.50m   662.87   318.88     318.88     69820
 30  101.25   Total> 326.95   69.75m   685.44   340.84     340.84     69820
 31  100.00   Total> 349.78   76.00m   708.28   364.10     364.10     69820
 
Note:     24.58a  Soil pressure at active limit 
         123.45p  Soil pressure at passive limit 
          15.05A  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 South Wall_SLS 450jrp wall    |
99A Frognal                                                 | Date:10-03-2014
Section B-B South 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 South Wall_SLS 450jrp wall    |
99A Frognal                                                 | Date:10-03-2014
Section B-B South Wall                                      | Checked :
-----------------------------------------------------------------------------
                                                       Units: kN,m
Stage No. 13   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  
  13  120.00  115.20           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 100.00               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  120.00     28.07     0.002  -1.40E-03      0.0       0.0             93940
  2  119.80     17.02     0.002  -1.40E-03      4.5       0.6     58.9    93940
                17.02     0.002  -1.40E-03    -54.4       0.6 
  3  119.40     13.19     0.002  -1.36E-03    -48.4     -19.7             93940
  4  119.00     13.35     0.003  -1.24E-03    -43.1     -37.9            200000
  5  118.50     17.27     0.004  -1.06E-03    -35.4     -57.4            200000
  6  118.20     21.10     0.004  -9.30E-04    -29.6     -67.1            200000
                19.90     0.004  -9.30E-04    -29.6     -67.1 
  7  118.00     18.99     0.004  -8.29E-04    -25.8     -72.6            200000
  8  117.50     21.39     0.004  -5.50E-04    -15.7     -82.9            200000
  9  117.00     24.39     0.005  -2.48E-04     -4.2     -87.9            200000
 10  116.50     28.29     0.005   5.73E-05      9.0     -86.9            200000
 11  116.00     32.85     0.004   3.41E-04     24.2     -78.9     -0.0   200000
 12  115.60     36.86     0.004   5.45E-04     38.2     -66.5            200000
 13  115.20     41.10     0.004   7.21E-04     53.8     -48.2             93940
               -14.81     0.004   7.21E-04     53.8     -48.2 
 14  114.60     -9.89     0.004   9.33E-04     46.4     -18.1             93940
 15  114.20    -10.33     0.003   9.72E-04     42.3      -0.6             93940
 16  113.80    -20.30     0.003   9.41E-04     36.2      15.6             93940
               -78.90     0.003   9.41E-04     36.2      15.6 
 17  113.30    -27.66     0.002   8.36E-04      9.6      23.8             93940
 18  112.80    -15.86     0.002   7.05E-04     -1.3      25.1             93940
 19  112.20     -5.39     0.002   5.56E-04     -7.7      21.5             93940
 20  111.60     -1.93     0.001   4.37E-04     -9.9      15.9             93940
 21  111.00      0.35     0.001   3.55E-04    -10.4       9.7             93940
 22  110.60      0.51     0.001   3.22E-04    -10.2       5.6             93940
 23  110.20      7.72     0.001   3.07E-04     -8.6       1.6             93940
 24  110.00     44.45     0.001   3.05E-04     -3.3      -0.0                 0

Run ID. Frognal South Wall_SLS 450jrp wall                  | Sheet No.
99A Frognal                                                 | Date:10-03-2014
Section B-B South Wall                                      | Checked :
-----------------------------------------------------------------------------
                                                              (continued)
Stage No.13  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  109.85     -0.93     0.001          0     -0.1       0.0                 0
 26  107.73     -0.18     0.001          0     -1.2       0.0                 0
 27  105.60      0.36     0.000          0     -1.0       0.0                 0
 28  104.05      0.03     0.000          0     -0.7       0.0                 0
 29  102.50      3.02     0.000          0      1.6       0.0                 0
                -3.27     0.000          0      1.6       0.0 
 30  101.25      0.04     0.000          0     -0.4       0.0                 0
 31  100.00      0.60     0.000          0      0.0       0.0               ---
 At elev. 119.80 Strut force =     58.9 kN/strut =     58.9 kN/m run
 At elev. 116.00 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  120.00    0.00   10.00    2.73     46.32    28.07      28.07      9963
  2  119.80    0.00   13.40    3.66     62.06    17.02      17.02      9963
  3  119.40    0.00   20.17    5.51     93.41    13.19      13.19      9963
  4  119.00    0.00   26.86    7.34    124.41    13.35      13.35      9963
  5  118.50    0.00   35.09    9.58    162.54    17.27      17.27      9963
  6  118.20    0.00   39.96   10.92    185.10    21.10      21.10      9963
               0.00   39.96   10.91    185.10    19.90      19.90     31881
  7  118.00    0.00   43.48   11.88    201.42    18.99      18.99     31881
  8  117.50    0.00   52.25   14.27    242.01    21.39      21.39     31881
  9  117.00    0.00   61.03   16.67    282.67    24.39      24.39     31881
 10  116.50    0.00   69.89   19.09    323.72    28.29      28.29     31881
 11  116.00    0.00   78.87   21.54    365.32    32.85      32.85     31881
 12  115.60    0.00   86.13   23.53    398.97    36.86      36.86     31881
 13  115.20    0.00   93.46   25.53    432.89    41.10      41.10     31881
 14  114.60    6.00   98.51   26.91    456.29    44.59      50.59     31881
 15  114.20   10.00  101.90   27.83    471.98    47.58      57.58     31881
 16  113.80   14.00  105.28   28.76    487.66    46.90      60.90     31881
              Total> 119.28   31.00m   358.28    83.12      83.12     49814
 17  113.30   Total> 128.50   33.50m   367.49   116.19     116.19     49814
 18  112.80   Total> 137.69   36.00m   376.68   130.95     130.95     49814
 19  112.20   Total> 148.67   39.00m   387.67   146.72     146.72     49814
 20  111.60   Total> 159.61   42.00m   398.60   159.10     159.10     49814
 21  111.00   Total> 170.51   45.00m   409.51   170.84     170.84     49814
 22  110.60   Total> 177.76   47.00m   416.76   178.05     178.05     49814
 23  110.20   Total> 185.00   49.00m   424.00   188.73     188.73     49814
 24  110.00   Total> 188.62   50.00m   427.61   210.59     210.59     49814
 25  109.85   Total> 191.33   50.75m   430.32   190.44     190.44     49814
 26  107.73   Total> 229.71   61.37m   468.70   227.29     227.29     49814
 27  105.60   Total> 268.14   72.00m   507.14   263.91     263.91     49814
 28  104.05   Total> 296.26   79.75m   535.26   290.36     290.36     49814
 29  102.50   Total> 324.45   87.50m   563.45   318.65     318.65     49814
              Total> 324.45   87.50m   682.95   315.60     315.60     69740
 30  101.25   Total> 349.12   93.75m   707.61   340.86     340.86     69740
 31  100.00   Total> 373.82  100.00m   732.31   364.70     364.70     69740

Run ID. Frognal South Wall_SLS 450jrp wall                  | Sheet No.
99A Frognal                                                 | Date:10-03-2014
Section B-B South Wall                                      | Checked :
-----------------------------------------------------------------------------
                                                              (continued)
Stage No.13  Change properties of soil type 2 to soil type 6
              Ko pressures will be reset
 
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  120.00    0.00    0.00    0.00      0.00     0.00       0.00       0.0
  2  119.80    0.00    0.00    0.00      0.00     0.00       0.00       0.0
  3  119.40    0.00    0.00    0.00      0.00     0.00       0.00       0.0
  4  119.00    0.00    0.00    0.00      0.00     0.00       0.00       0.0
  5  118.50    0.00    0.00    0.00      0.00     0.00       0.00       0.0
  6  118.20    0.00    0.00    0.00      0.00     0.00       0.00       0.0
  7  118.00    0.00    0.00    0.00      0.00     0.00       0.00       0.0
  8  117.50    0.00    0.00    0.00      0.00     0.00       0.00       0.0
  9  117.00    0.00    0.00    0.00      0.00     0.00       0.00       0.0
 10  116.50    0.00    0.00    0.00      0.00     0.00       0.00       0.0
 11  116.00    0.00    0.00    0.00      0.00     0.00       0.00       0.0
 12  115.60    0.00    0.00    0.00      0.00     0.00       0.00       0.0
 13  115.20    0.00    0.00    0.00      0.00     0.00       0.00       0.0
               0.00   90.00   24.58    416.88    55.91      55.91     31918
 14  114.60    6.00   95.09   25.97    440.45    54.48      60.48     31918
 15  114.20   10.00   98.46   26.89    456.08    57.91      67.91     31918
 16  113.80   14.00  101.80   27.81    471.54    67.20      81.20     31918
              Total> 115.80   14.00w   354.80   162.01     162.01     49872
 17  113.30   Total> 124.91   19.00w   363.91   143.85     143.85     49872
 18  112.80   Total> 133.94   24.00w   372.93   146.81     146.81     49872
 19  112.20   Total> 144.63   30.00w   383.62   152.11     152.11     49872
 20  111.60   Total> 155.16   18.00m   394.15   161.03     161.03     49872
 21  111.00   Total> 165.53   21.00m   404.52   170.49     170.49     49872
 22  110.60   Total> 172.35   23.00m   411.35   177.54     177.54     49872
 23  110.20   Total> 179.11   25.00m   418.11   181.01     181.01     49872
 24  110.00   Total> 182.47   26.00m   421.46   166.14     166.14     49872
 25  109.85   Total> 184.98   26.75m   423.97   191.37     191.37     49872
 26  107.73   Total> 219.81   37.37m   458.80   227.47     227.47     49872
 27  105.60   Total> 254.02   48.00m   493.02   263.54     263.54     49872
 28  104.05   Total> 279.06   55.75m   518.06   290.32     290.32     49872
 29  102.50   Total> 304.38   65.45    543.38   315.63     315.63     49872
              Total> 304.38   63.50m   662.87   318.87     318.87     69820
 30  101.25   Total> 326.95   69.75m   685.44   340.83     340.83     69820
 31  100.00   Total> 349.78   76.00m   708.28   364.10     364.10     69820
 
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 South Wall_SLS 450jrp wall    |
99A Frognal                                                 | Date:10-03-2014
Section B-B South 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 South Wall_SLS 450jrp wall    |
99A Frognal                                                 | Date:10-03-2014
Section B-B South Wall                                      | Checked :
-----------------------------------------------------------------------------
                                                       Units: kN,m
Stage No. 14   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  
  14  120.00  115.20           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 100.00               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  120.00     29.24     0.002  -1.49E-03      0.0       0.0             93940
  2  119.80     17.72     0.002  -1.49E-03      4.7       0.6     60.0    93940
                17.72     0.002  -1.49E-03    -55.3       0.6 
  3  119.40     13.69     0.002  -1.45E-03    -49.0     -20.0             93940
  4  119.00     13.72     0.003  -1.32E-03    -43.5     -38.4            200000
  5  118.50     17.59     0.004  -1.15E-03    -35.7     -58.1            200000
  6  118.20     21.45     0.004  -1.01E-03    -29.8     -67.9            200000
                21.03     0.004  -1.01E-03    -29.8     -67.9 
  7  118.00     19.54     0.004  -9.10E-04    -25.8     -73.4            200000
  8  117.50     21.53     0.005  -6.29E-04    -15.5     -83.6            200000
  9  117.00     24.15     0.005  -3.25E-04     -4.1     -88.5            200000
 10  116.50     27.72     0.005  -1.86E-05      8.9     -87.5            200000
 11  116.00     31.97     0.005   2.66E-04     23.8     -79.7     -0.0   200000
 12  115.60     35.69     0.005   4.72E-04     37.3     -67.5            200000
 13  115.20     39.56     0.004   6.51E-04     52.4     -49.6             93940
               -16.86     0.004   6.51E-04     52.4     -49.6 
 14  114.60    -13.05     0.004   8.75E-04     43.4     -20.7             93940
 15  114.20    -14.55     0.004   9.29E-04     37.9      -4.7             93940
 16  113.80    -25.17     0.003   9.19E-04     29.9       9.4             93940
               -49.20     0.003   9.19E-04     29.9       9.4 
 17  113.30    -21.97     0.003   8.48E-04     12.1      17.2             93940
 18  112.80    -15.11     0.002   7.48E-04      2.9      20.3             93940
 19  112.20     -8.17     0.002   6.23E-04     -4.1      19.1             93940
 20  111.60     -4.62     0.002   5.14E-04     -8.0      15.0             93940
 21  111.00     -1.40     0.001   4.35E-04     -9.8       9.4             93940
 22  110.60      0.39     0.001   4.04E-04    -10.0       5.4             93940
 23  110.20      9.83     0.001   3.89E-04     -7.9       1.5             93940
 24  110.00     37.16     0.001   3.87E-04     -3.2      -0.0                 0

Run ID. Frognal South Wall_SLS 450jrp wall                  | Sheet No.
99A Frognal                                                 | Date:10-03-2014
Section B-B South Wall                                      | Checked :
-----------------------------------------------------------------------------
                                                              (continued)
Stage No.14  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  109.85     -1.03     0.001          0     -0.5       0.0                 0
 26  107.73     -0.22     0.001          0     -1.8       0.0                 0
 27  105.60      0.48     0.001          0     -1.6       0.0                 0
 28  104.05      0.33     0.001          0     -0.9       0.0                 0
 29  102.50      6.31     0.000          0      4.2       0.0                 0
                -7.40     0.000          0      4.2       0.0 
 30  101.25      0.04     0.000          0     -0.4       0.0                 0
 31  100.00      0.60     0.000          0      0.0       0.0               ---
 At elev. 119.80 Strut force =     60.0 kN/strut =     60.0 kN/m run
 At elev. 116.00 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  120.00    0.00   10.00    2.73     46.32    29.24      29.24      9963
  2  119.80    0.00   13.40    3.66     62.06    17.72      17.72      9963
  3  119.40    0.00   20.17    5.51     93.41    13.69      13.69      9963
  4  119.00    0.00   26.86    7.34    124.41    13.72      13.72      9963
  5  118.50    0.00   35.09    9.58    162.54    17.59      17.59      9963
  6  118.20    0.00   39.96   10.92    185.10    21.45      21.45      9963
               0.00   39.96   10.91    185.10    21.03      21.03     31881
  7  118.00    0.00   43.48   11.88    201.42    19.54      19.54     31881
  8  117.50    0.00   52.25   14.27    242.01    21.53      21.53     31881
  9  117.00    0.00   61.03   16.67    282.67    24.15      24.15     31881
 10  116.50    0.00   69.89   19.09    323.72    27.72      27.72     31881
 11  116.00    0.00   78.87   21.54    365.32    31.97      31.97     31881
 12  115.60    0.00   86.13   23.53    398.97    35.69      35.69     31881
 13  115.20    0.00   93.46   25.53    432.89    39.56      39.56     31881
 14  114.60    6.00   98.51   26.91    456.29    42.66      48.66     31881
 15  114.20   10.00  101.90   27.83    471.98    45.26      55.26     31881
 16  113.80   14.00  105.28   28.76    487.66    44.33      58.33     31881
              14.00  105.28   34.29    381.04   101.87     115.87     42342
 17  113.30   19.00  109.50   35.67    396.30   106.06     125.06     42342
 18  112.80   24.00  113.69   37.03    411.46   110.60     134.60     42342
 19  112.20   30.00  118.67   38.65    429.50   116.24     146.24     42342
 20  111.60   36.00  123.61   40.26    447.38   121.97     157.97     42342
 21  111.00   42.00  128.51   41.86    465.11   127.94     169.94     42342
 22  110.60   46.00  131.76   42.92    476.88   131.96     177.96     42342
 23  110.20   50.00  135.00   43.97    488.60   139.76     189.76     42342
 24  110.00   52.00  136.62   44.50    494.46   163.09     215.09     42342
 25  109.85   53.50  137.83   44.89    498.84   137.32     190.82     42342
 26  107.73   74.75  154.96   50.47    560.83   153.72     228.47     42342
 27  105.60   96.00  172.14   56.07    623.03   170.08     266.08     42342
 28  104.05  111.50  184.76   60.18    668.70   181.96     293.46     42342
 29  102.50  127.00  197.45   64.31    714.64   196.21     323.21     42342
              Total> 324.45   87.50m   682.95   313.54     313.54     69740
 30  101.25   Total> 349.12   93.75m   707.61   340.87     340.87     69740
 31  100.00   Total> 373.82  100.00m   732.31   364.70     364.70     69740

Run ID. Frognal South Wall_SLS 450jrp wall                  | Sheet No.
99A Frognal                                                 | Date:10-03-2014
Section B-B South Wall                                      | Checked :
-----------------------------------------------------------------------------
                                                              (continued)
Stage No.14  Change properties of soil type 3 to soil type 7
              Ko pressures will be reset
 
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  120.00    0.00    0.00    0.00      0.00     0.00       0.00       0.0
  2  119.80    0.00    0.00    0.00      0.00     0.00       0.00       0.0
  3  119.40    0.00    0.00    0.00      0.00     0.00       0.00       0.0
  4  119.00    0.00    0.00    0.00      0.00     0.00       0.00       0.0
  5  118.50    0.00    0.00    0.00      0.00     0.00       0.00       0.0
  6  118.20    0.00    0.00    0.00      0.00     0.00       0.00       0.0
  7  118.00    0.00    0.00    0.00      0.00     0.00       0.00       0.0
  8  117.50    0.00    0.00    0.00      0.00     0.00       0.00       0.0
  9  117.00    0.00    0.00    0.00      0.00     0.00       0.00       0.0
 10  116.50    0.00    0.00    0.00      0.00     0.00       0.00       0.0
 11  116.00    0.00    0.00    0.00      0.00     0.00       0.00       0.0
 12  115.60    0.00    0.00    0.00      0.00     0.00       0.00       0.0
 13  115.20    0.00    0.00    0.00      0.00     0.00       0.00       0.0
               0.00   90.00   24.58    416.88    56.42      56.42     31918
 14  114.60    6.00   95.09   25.97    440.45    55.71      61.71     31918
 15  114.20   10.00   98.46   26.89    456.08    59.81      69.81     31918
 16  113.80   14.00  101.80   27.81    471.54    69.50      83.50     31918
              14.00  101.80   33.16    368.45   151.07     165.07     42391
 17  113.30   19.00  105.91   34.50    383.33   128.03     147.03     42391
 18  112.80   24.00  109.94   35.81    397.89   125.71     149.71     42391
 19  112.20   30.00  114.63   37.34    414.87   124.41     154.41     42391
 20  111.60   36.00  119.16   38.81    431.27   126.58     162.58     42391
 21  111.00   42.00  123.53   40.24    447.09   129.33     171.33     42391
 22  110.60   46.00  126.35   41.16    457.31   131.57     177.57     42391
 23  110.20   50.00  129.11   42.05    467.30   129.93     179.93     42391
 24  110.00   52.00  130.47   42.50    472.20   125.93     177.93     42391
 25  109.85   53.50  131.48   42.82    475.85   138.35     191.85     42391
 26  107.73   74.75  145.06   47.25    525.00   153.94     228.69     42391
 27  105.60   96.00  158.02   51.47    571.93   169.60     265.60     42391
 28  104.05  111.50  167.56   54.58    606.45   181.63     293.13     42391
 29  102.50  127.00  177.38   57.78    641.99   189.89     316.89     42391
              Total> 304.38   63.50m   662.87   320.94     320.94     69820
 30  101.25   Total> 326.95   69.75m   685.44   340.84     340.84     69820
 31  100.00   Total> 349.78   76.00m   708.28   364.10     364.10     69820
 
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 South Wall_SLS 450jrp wall    |
99A Frognal                                                 | Date:10-03-2014
Section B-B South 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 South Wall_SLS 450jrp wall    |
99A Frognal                                                 | Date:10-03-2014
Section B-B South Wall                                      | Checked :
-----------------------------------------------------------------------------
                                                       Units: kN,m
Stage No. 15   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  
  15  120.00  115.20           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 100.00               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  120.00     29.25     0.002  -1.49E-03      0.0       0.0             93940
  2  119.80     17.72     0.002  -1.49E-03      4.7       0.6     60.0    93940
                17.72     0.002  -1.49E-03    -55.3       0.6 
  3  119.40     13.70     0.002  -1.45E-03    -49.0     -20.0             93940
  4  119.00     13.72     0.003  -1.33E-03    -43.5     -38.4            200000
  5  118.50     17.59     0.004  -1.15E-03    -35.7     -58.1            200000
  6  118.20     21.45     0.004  -1.01E-03    -29.8     -67.9            200000
                21.04     0.004  -1.01E-03    -29.8     -67.9 
  7  118.00     19.55     0.004  -9.11E-04    -25.8     -73.4            200000
  8  117.50     21.53     0.005  -6.31E-04    -15.5     -83.6            200000
  9  117.00     24.15     0.005  -3.27E-04     -4.1     -88.5            200000
 10  116.50     27.72     0.005  -1.99E-05      8.9     -87.5            200000
 11  116.00     31.97     0.005   2.65E-04     23.8     -79.7     -0.0   200000
 12  115.60     35.69     0.005   4.71E-04     37.3     -67.5            200000
 13  115.20     39.56     0.004   6.49E-04     52.4     -49.6             93940
               -16.88     0.004   6.49E-04     52.4     -49.6 
 14  114.60    -13.06     0.004   8.74E-04     43.4     -20.7             93940
 15  114.20    -14.55     0.004   9.28E-04     37.9      -4.7             93940
 16  113.80    -25.17     0.003   9.18E-04     29.9       9.4             93940
               -49.20     0.003   9.18E-04     29.9       9.4 
 17  113.30    -21.97     0.003   8.47E-04     12.1      17.2             93940
 18  112.80    -15.11     0.002   7.47E-04      2.9      20.3             93940
 19  112.20     -8.17     0.002   6.21E-04     -4.1      19.1             93940
 20  111.60     -4.62     0.002   5.12E-04     -8.0      15.1             93940
 21  111.00     -1.40     0.001   4.34E-04     -9.8       9.5             93940
 22  110.60      0.38     0.001   4.02E-04    -10.0       5.4             93940
 23  110.20      9.84     0.001   3.87E-04     -7.9       1.5             93940
 24  110.00     37.20     0.001   3.86E-04     -3.2      -0.0                 0

Run ID. Frognal South Wall_SLS 450jrp wall                  | Sheet No.
99A Frognal                                                 | Date:10-03-2014
Section B-B South Wall                                      | Checked :
-----------------------------------------------------------------------------
                                                              (continued)
Stage No.15  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  109.85     -1.03     0.001          0     -0.5       0.0                 0
 26  107.73     -0.22     0.001          0     -1.8       0.0                 0
 27  105.60      0.48     0.001          0     -1.6       0.0                 0
 28  104.05      0.33     0.001          0     -0.9       0.0                 0
 29  102.50      2.53     0.001          0      1.3       0.0                 0
                -1.82     0.001          0      1.3       0.0 
 30  101.25     -0.55     0.000          0     -0.2       0.0                 0
 31  100.00      0.89     0.000          0      0.0       0.0               ---
 At elev. 119.80 Strut force =     60.0 kN/strut =     60.0 kN/m run
 At elev. 116.00 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  120.00    0.00   10.00    2.73     46.32    29.25      29.25      9963
  2  119.80    0.00   13.40    3.66     62.06    17.72      17.72      9963
  3  119.40    0.00   20.17    5.51     93.41    13.70      13.70      9963
  4  119.00    0.00   26.86    7.34    124.41    13.72      13.72      9963
  5  118.50    0.00   35.09    9.58    162.54    17.59      17.59      9963
  6  118.20    0.00   39.96   10.92    185.10    21.45      21.45      9963
               0.00   39.96   10.91    185.10    21.04      21.04     31881
  7  118.00    0.00   43.48   11.88    201.42    19.55      19.55     31881
  8  117.50    0.00   52.25   14.27    242.01    21.53      21.53     31881
  9  117.00    0.00   61.03   16.67    282.67    24.15      24.15     31881
 10  116.50    0.00   69.89   19.09    323.72    27.72      27.72     31881
 11  116.00    0.00   78.87   21.54    365.32    31.97      31.97     31881
 12  115.60    0.00   86.13   23.53    398.97    35.69      35.69     31881
 13  115.20    0.00   93.46   25.53    432.89    39.56      39.56     31881
 14  114.60    6.00   98.51   26.91    456.29    42.66      48.66     31881
 15  114.20   10.00  101.90   27.83    471.98    45.26      55.26     31881
 16  113.80   14.00  105.28   28.76    487.66    44.32      58.32     31881
              14.00  105.28   34.29    381.04   101.87     115.87     42342
 17  113.30   19.00  109.50   35.67    396.30   106.06     125.06     42342
 18  112.80   24.00  113.69   37.03    411.46   110.60     134.60     42342
 19  112.20   30.00  118.67   38.65    429.50   116.24     146.24     42342
 20  111.60   36.00  123.61   40.26    447.38   121.96     157.96     42342
 21  111.00   42.00  128.51   41.86    465.11   127.93     169.93     42342
 22  110.60   46.00  131.76   42.92    476.88   131.95     177.95     42342
 23  110.20   50.00  135.00   43.97    488.60   139.76     189.76     42342
 24  110.00   52.00  136.62   44.50    494.46   163.10     215.10     42342
 25  109.85   53.50  137.83   44.89    498.84   137.32     190.82     42342
 26  107.73   74.75  154.96   50.47    560.83   153.72     228.47     42342
 27  105.60   96.00  172.14   56.07    623.03   170.08     266.08     42342
 28  104.05  111.50  184.76   60.18    668.70   181.96     293.46     42342
 29  102.50  127.00  197.45   64.31    714.64   194.32     321.32     42342
             127.00  197.45   65.80    651.07   194.79     321.79     59777
 30  101.25  139.50  209.62   70.12    690.25   205.20     344.70     59777
 31  100.00  152.00  221.82   74.45    729.57   217.41     369.41     59777

Run ID. Frognal South Wall_SLS 450jrp wall                  | Sheet No.
99A Frognal                                                 | Date:10-03-2014
Section B-B South Wall                                      | Checked :
-----------------------------------------------------------------------------
                                                              (continued)
Stage No.15  Change properties of soil type 4 to soil type 8
              Ko pressures will be reset
 
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  120.00    0.00    0.00    0.00      0.00     0.00       0.00       0.0
  2  119.80    0.00    0.00    0.00      0.00     0.00       0.00       0.0
  3  119.40    0.00    0.00    0.00      0.00     0.00       0.00       0.0
  4  119.00    0.00    0.00    0.00      0.00     0.00       0.00       0.0
  5  118.50    0.00    0.00    0.00      0.00     0.00       0.00       0.0
  6  118.20    0.00    0.00    0.00      0.00     0.00       0.00       0.0
  7  118.00    0.00    0.00    0.00      0.00     0.00       0.00       0.0
  8  117.50    0.00    0.00    0.00      0.00     0.00       0.00       0.0
  9  117.00    0.00    0.00    0.00      0.00     0.00       0.00       0.0
 10  116.50    0.00    0.00    0.00      0.00     0.00       0.00       0.0
 11  116.00    0.00    0.00    0.00      0.00     0.00       0.00       0.0
 12  115.60    0.00    0.00    0.00      0.00     0.00       0.00       0.0
 13  115.20    0.00    0.00    0.00      0.00     0.00       0.00       0.0
               0.00   90.00   24.58    416.88    56.44      56.44     31918
 14  114.60    6.00   95.09   25.97    440.45    55.72      61.72     31918
 15  114.20   10.00   98.46   26.89    456.08    59.81      69.81     31918
 16  113.80   14.00  101.80   27.81    471.54    69.50      83.50     31918
              14.00  101.80   33.16    368.45   151.07     165.07     42391
 17  113.30   19.00  105.91   34.50    383.33   128.03     147.03     42391
 18  112.80   24.00  109.94   35.81    397.89   125.71     149.71     42391
 19  112.20   30.00  114.63   37.34    414.87   124.41     154.41     42391
 20  111.60   36.00  119.16   38.81    431.27   126.58     162.58     42391
 21  111.00   42.00  123.53   40.24    447.09   129.33     171.33     42391
 22  110.60   46.00  126.35   41.16    457.31   131.57     177.57     42391
 23  110.20   50.00  129.11   42.05    467.30   129.92     179.92     42391
 24  110.00   52.00  130.47   42.50    472.20   125.90     177.90     42391
 25  109.85   53.50  131.48   42.82    475.85   138.35     191.85     42391
 26  107.73   74.75  145.06   47.25    525.00   153.94     228.69     42391
 27  105.60   96.00  158.02   51.47    571.93   169.60     265.60     42391
 28  104.05  111.50  167.56   54.58    606.45   181.63     293.13     42391
 29  102.50  127.00  177.38   57.78    641.99   191.78     318.78     42391
             127.00  177.38   58.67    586.40   196.61     323.61     59846
 30  101.25  139.50  187.45   62.24    618.84   205.76     345.26     59846
 31  100.00  152.00  197.78   65.91    652.13   216.52     368.52     59846
 
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 South Wall_SLS 450jrp wall    |
99A Frognal                                                 | Date:10-03-2014
Section B-B South 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 South Wall_SLS 450jrp wall    |
99A Frognal                                                 | Date:10-03-2014
Section B-B South 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  120.00  120.00    Cant.  19.629   111.68   119.79    0.21
   2  120.00  120.00    Cant.  19.395   111.42   119.79    0.21
   3  120.00  118.50    Cant.   4.624   111.26   116.64    1.86
   4  120.00  118.50           No analysis at this stage
   5  120.00  115.20   119.00   4.028     n/a    113.69    1.51
   6  120.00  115.20           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 South Wall_SLS 450jrp wall    |
99A Frognal                                                 | Date:10-03-2014
Section B-B South 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 100.00               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  120.00  0.003  0.000      0     -0      0     -0      0      0      0      0
  2  119.80  0.003  0.000      1      0      1      0      5    -55      6    -75
  3  119.40  0.003  0.000      3    -20      4    -27      8    -49     11    -66
  4  119.00  0.003  0.000      7    -38      9    -52     13    -44     17    -59
  5  118.50  0.004  0.000      6    -58      8    -78      9    -36     13    -48
  6  118.20  0.004  0.000      9    -68     12    -92     10    -30     14    -40
  7  118.00  0.004  0.000     11    -73     14    -99      6    -26      9    -35
  8  117.50  0.005  0.000     12    -84     16   -113      1    -16      1    -21
  9  117.00  0.005  0.000     11    -89     15   -119      1    -11      1    -15
 10  116.50  0.005  0.000     10    -88     13   -118      9     -6     12     -8
 11  116.00  0.006  0.000      8    -80     11   -108     24    -13     33    -18
 12  115.60  0.006  0.000      7    -67      9    -91     38     -4     52     -5
 13  115.20  0.006  0.000      5    -50      7    -67     54     -3     73     -5
 14  114.60  0.006  0.000      3    -21      4    -29     46     -3     63     -5
 15  114.20  0.006  0.000      2    -14      2    -19     42     -4     57     -5
 16  113.80  0.006  0.000     16     -8     21    -10     36     -6     49     -8
 17  113.30  0.006  0.000     24     -8     32    -10     12     -4     16     -6
 18  112.80  0.006  0.000     25     -8     34    -10      3     -2      4     -3
 19  112.20  0.006  0.000     22     -8     29    -10      1     -8      1    -10
 20  111.60  0.006  0.000     16     -7     22     -9      2    -10      3    -13
 21  111.00  0.006  0.000     10     -5     13     -7      4    -10      5    -14
 22  110.60  0.006  0.000      6     -3      8     -4      5    -10      7    -14
 23  110.20  0.005  0.000      2     -1      2     -1      5     -9      7    -12
 24  110.00  0.005  0.000      0     -0      0     -0      2     -3      3     -5
 25  109.85  0.005  0.000      0      0      0      0      0     -1      0     -1
 26  107.73  0.005  0.000      0      0      0      0      1     -2      1     -2
 27  105.60  0.004  0.000      0      0      0      0      1     -2      1     -2
 28  104.05  0.003  0.000      0      0      0      0      1     -1      1     -1
 29  102.50  0.002  0.000      0      0      0      0     10      0     13      0
 30  101.25  0.001  0.000      0      0      0      0      0     -0      0     -1
 31  100.00  0.000  0.000      0      0      0      0      0     -0      0     -0

Run ID. Frognal South Wall_SLS 450jrp wall                  | Sheet No.
99A Frognal                                                 | Date:10-03-2014
Section B-B South 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       2 117.50     -0 112.20      2     -1      1 118.20     -1 113.80      2     -1
  2       2 117.50     -1 112.20      2     -1      1 118.20     -1 113.80      2     -2
  3      12 117.50     -4 112.20     16     -5     10 118.20     -6 113.80     14     -8
  4    No calculation at this stage
  5       7 119.00    -39 116.00      9    -53     22 114.60    -32 119.00     30    -43
  6    No calculation at this stage
  7       7 119.00    -34 115.60      9    -46     18 114.60    -30 119.00     25    -41
  8    No calculation at this stage
  9       0 119.80    -32 117.00      1    -43     17 116.00    -27 119.80     23    -37
 10    No calculation at this stage
 11    No calculation at this stage
 12      20 112.80    -52 116.50     26    -70     34 114.60    -36 119.80     46    -49
 13      25 112.80    -88 117.00     34   -119     54 115.20    -54 119.80     73    -73
 14      20 112.80    -89 117.00     27   -119     52 115.20    -55 119.80     71    -75
 15      20 112.80    -89 117.00     27   -119     52 115.20    -55 119.80     71    -75
 
Maximum and minimum displacement at each stage
Stage -------- Displacement ---------   Stage description
 no.  maximum  elev.   minimum  elev.   -----------------
          m                m
  1    0.001  120.00    0.000  120.00   Apply surcharge no.1 at elev. 120.00
  2    0.001  120.00    0.000  120.00   Apply surcharge no.3 at elev. 118.00
  3    0.003  120.00    0.000  120.00   Excav. to elev. 118.50 on PASSIVE side
  4    No calculation at this stage     Install strut no.1 at elev. 119.00
  5    0.006  114.60    0.000  120.00   Excav. to elev. 115.20 on PASSIVE side
  6    No calculation at this stage     Install strut no.3 at elev. 116.00
  7    0.006  114.20    0.000  120.00   Apply water pressure profile no.2
  8    No calculation at this stage     Install strut no.4 at elev. 119.80
  9    0.006  114.20    0.000  120.00   Remove strut no.1 at elev. 119.00
 10    No calculation at this stage     Change EI of wall to 200000kN.m2/m run
 11    No calculation at this stage     Apply surcharge no.2 at elev. 115.20
 12    0.004  116.50    0.000  120.00   Change soil type 1 to soil type 5
 13    0.005  116.50    0.000  120.00   Change soil type 2 to soil type 6
 14    0.005  116.50    0.000  120.00   Change soil type 3 to soil type 7
 15    0.005  116.50    0.000  120.00   Change soil type 4 to soil type 8

Run ID. Frognal South Wall_SLS 450jrp wall                  | Sheet No.
99A Frognal                                                 | Date:10-03-2014
Section B-B South 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. 3 -----   ----- Strut no. 4 -----
 no.         at elev. 119.00           at elev. 116.00           at elev. 119.80   
        --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
  5         45     134      181      ---     ---      ---      ---     ---      ---
  7         43     129      174       15      15       20      ---     ---      ---
  9        ---     ---      ---       30      30       41       31      31       41
 12        ---     ---      ---    slack   slack    slack       40      40       54
 13        ---     ---      ---    slack   slack    slack       59      59       80
 14        ---     ---      ---    slack   slack    slack       60      60       81
 15        ---     ---      ---    slack   slack    slack       60      60       81
 
  * 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 South Wall_SLS 450jrp wall    |
99A Frognal                                                 | Date:10-03-2014
Section B-B South Wall                                      | Checked :
-----------------------------------------------------------------------------
                                                       Units: kN,m