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 West Wall_SLS 600 jrpwall     |
99A Frognal                                                 | Date:10-03-2014
Section A-A West wall                                       | Checked :
-----------------------------------------------------------------------------
                                                       Units: kN,m
INPUT DATA
 
SOIL PROFILE
Stratum   Elevation of    ------------------ Soil types -------------------
  no.    top of stratum   Active side               Passive side 
   1         123.00       1  Made Ground            1  Made Ground
   2         120.30       2  Bagshot Beds           2  Bagshot Beds
   3         115.00       3  Claygate Beds          3  Claygate Beds
   4         102.00       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
    (  115.00 )                             (0.490) (2.389) ( 2.390) (  6.000)
 4  London Clay   20.00     70000    1.000     OC    1.000    1.000     150.0u
                                            (0.490) (2.389) ( 2.390) 
 5  Not defined
 6  Not defined
 7  Claygate      18.50     45000    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  Not defined         
 6  Not defined         
 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 = 9.810 kN/m3
                                  Active side    Passive side
 Initial water table elevation      115.00          115.00
 
 Automatic water pressure balancing at toe of wall : Yes
 
 Water            Active side                     Passive side          
 press. -------------------------------  -------------------------------
profile Point   Elev.    Piezo   Water   Point   Elev.    Piezo   Water 
  no.    no.             elev.   press.   no.             elev.   press.
                  m        m     kN/m2             m        m     kN/m2
   1      1    115.00   115.00     0.0     1    115.00   115.00     0.0 WC
 
   2      1    115.00   115.00     0.0     1    113.60   113.60     0.0 MC

WALL PROPERTIES
                         Type of structure = Fully Embedded Wall
                  Elevation of toe of wall = 110.00
             Maximum finite element length =   0.80 m
                  Youngs modulus of wall E = 2.8000E+07 kN/m2
               Moment of inertia of wall I = 9.0890E-03 m4/m run
                                       E.I = 254492 kN.m2/m run
                      Yield Moment of wall = Not defined
 
STRUTS and ANCHORS
Strut/                 X-section                   Inclin    Pre-          
anchor         Strut     area      Youngs    Free  -ation   stress  Tension
 no.   Elev.  spacing  of strut    modulus  length (degs)   /strut  allowed
                 m       sq.m       kN/m2     m               kN           
  1   121.50    3.00   0.010000  2.050E+08   4.00    0.00        0    No
  2   117.30    3.00   0.010000  2.050E+08   4.00    0.00        0    No
  3   114.40    1.00   0.500000  2.500E+07   5.00    0.00        0    No
  4   120.00    1.00   0.250000  2.500E+07   5.00    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   123.00    1.00(A)   20.00      3.00     10.00     =       N/A   1.00 Var
  2   113.60   -0.50(P)   20.00     20.00    160.00     =       N/A   1.00 P/F
 
    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 123.00
      2        Excavate to elevation 121.00 on PASSIVE side
      3        Install strut or anchor no.1 at elevation 121.50
      4        Excavate to elevation 116.80 on PASSIVE side
      5        Install strut or anchor no.2 at elevation 117.30
      6        Excavate to elevation 113.60 on PASSIVE side
      7        Apply water pressure profile no.2  ( Mod. Conserv. )
      8        Change EI of wall to 350000 kN.m2/m run
               From elevation 121.00 to 113.60
               Yield moment not defined
               No adjustments to wall displacements
      9        Install strut or anchor no.3 at elevation 114.40
     10        Install strut or anchor no.4 at elevation 120.00
     11        Remove strut or anchor no.2 at elevation 117.30
     12        Remove strut or anchor no.1 at elevation 121.50
     13        Apply surcharge no.2 at elevation 113.60
               No analysis at this stage
     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 = 102.00
 
      Lower rigid boundary at elevation 102.00 - 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. 123.00        No           No      No
   2 Excav. to elev. 121.00 on PASSIVE side     Yes          Yes     Yes
   3 Install strut no.1 at elev. 121.50          No           No      No
   4 Excav. to elev. 116.80 on PASSIVE side      No           No      No
   5 Install strut no.2 at elev. 117.30          No           No      No
   6 Excav. to elev. 113.60 on PASSIVE side      No           No      No
   7 Apply water pressure profile no.2           No           No      No
   8 Change EI of wall to 350000kN.m2/m run      No           No      No
   9 Install strut no.3 at elev. 114.40          No           No      No
  10 Install strut no.4 at elev. 120.00          No           No      No
  11 Remove strut no.2 at elev. 117.30           No           No      No
  12 Remove strut no.1 at elev. 121.50           No           No      No
  13 Apply surcharge no.2 at elev. 113.60        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 West Wall_SLS 600 jrpwall     |
99A Frognal                                                 | Date:10-03-2014
Section A-A West wall                                       | Checked :
-----------------------------------------------------------------------------
                                                       Units: kN,m
Stage No. 1   Apply surcharge no.1 at elevation 123.00
 
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  123.00  123.00    Cant.  Conditions not suitable for FoS calc.

BENDING MOMENT and DISPLACEMENT ANALYSIS of Fully Embedded Wall
  Analysis options
  Length of wall perpendicular to section = 50.00m
  2-D finite element model.    Soil arching modelled.
  Soil deformations are elastic until the active or passive limit is reached
  Open Tension Crack analysis - No 
 
  Rigid boundaries:     Active side 20.00 from wall      Rough boundary
                       Passive side 20.00 from wall      Rough boundary
  Lower rigid boundary at elevation 102.00               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  123.00      0.00     0.000   2.93E-06      0.0      -0.0            254492
  2  122.25     -0.36     0.000   2.89E-06     -0.1       0.0            254492
  3  121.50      0.26     0.000   3.05E-06     -0.2      -0.1            254492
  4  121.00      0.48     0.000   3.35E-06      0.0      -0.2            254492
  5  120.30      0.48     0.000   3.63E-06      0.3      -0.0            254492
                -1.12     0.000   3.63E-06      0.3      -0.0 
  6  120.00     -0.36     0.000   3.64E-06      0.1       0.0            254492
  7  119.20     -0.07     0.000   3.60E-06     -0.0       0.0            254492
  8  118.40      0.02     0.000   3.68E-06     -0.1      -0.1            254492
  9  117.85      0.03     0.000   3.85E-06     -0.1      -0.1            254492
 10  117.30     -0.01     0.000   4.08E-06     -0.0      -0.1            254492
 11  116.80     -0.04     0.000   4.34E-06     -0.1      -0.1            254492
 12  116.00     -0.10     0.000   4.90E-06     -0.1      -0.2            254492
 13  115.50     -0.07     0.000   5.39E-06     -0.2      -0.3            254492
 14  115.00     -1.26     0.000   6.04E-06     -0.5      -0.4            254492
                 0.10     0.000   6.04E-06     -0.5      -0.4 
 15  114.40      0.45     0.000   7.27E-06     -0.3      -0.7            254492
 16  113.60      0.34     0.000   9.58E-06     -0.0      -0.8            254492
 17  112.80      0.15     0.000   1.20E-05      0.2      -0.7            254492
 18  112.00      0.05     0.000   1.40E-05      0.3      -0.6            254492
 19  111.20      0.05     0.000   1.54E-05      0.3      -0.3            254492
 20  110.60     -0.06     0.000   1.60E-05      0.3      -0.2            254492
 21  110.00     -0.71     0.000   1.62E-05      0.1      -0.0                 0
 22  109.80      0.11     0.000          0      0.0       0.0                 0
 23  107.70     -0.01     0.000          0      0.1       0.0                 0
 24  105.60     -0.02     0.000          0      0.1       0.0                 0
 25  103.80     -0.01     0.000          0      0.1       0.0                 0
 26  102.00     -0.05     0.000          0     -0.0       0.0               ---

Run ID. Frognal West Wall_SLS 600 jrpwall                   | Sheet No.
99A Frognal                                                 | Date:10-03-2014
Section A-A West wall                                       | Checked :
-----------------------------------------------------------------------------
                                                              (continued)
Stage No.1   Apply surcharge no.1 at elevation 123.00
 
Node    Y    ------------------------ ACTIVE side ---------------------------
 no.  coord          ------- Effective stresses -------    Total     Soil   
             Water   Vertic  Active   Passive    Earth     earth   stiffness
             press.    -al   limit     limit   pressure   pressure   coeff. 
              kN/m2   kN/m2   kN/m2     kN/m2    kN/m2      kN/m2     kN/m3
  1  123.00    0.00    0.00    0.00      0.00     0.00       0.00      9956
  2  122.25    0.00   13.76    3.76     63.75     6.32       6.32      9956
  3  121.50    0.00   28.62    7.82    132.58    13.27      13.27      9956
  4  121.00    0.00   38.09   10.40    176.42    17.75      17.75      9956
  5  120.30    0.00   50.72   13.85    234.92    23.79      23.79      9956
               0.00   50.72   13.85    234.92    22.99      22.99     31858
  6  120.00    0.00   56.42   15.41    261.34    26.17      26.17     31858
  7  119.20    0.00   71.33   19.48    330.40    33.73      33.73     31858
  8  118.40    0.00   85.98   23.49    398.27    41.15      41.15     31858
  9  117.85    0.00   95.98   26.22    444.58    46.22      46.22     31858
 10  117.30    0.00  105.95   28.94    490.75    51.27      51.27     31858
 11  116.80    0.00  115.00   31.41    532.66    55.85      55.85     31858
 12  116.00    0.00  129.47   35.36    599.70    63.18      63.18     31858
 13  115.50    0.00  138.52   37.84    641.62    67.79      67.79     31858
 14  115.00    0.00  147.58   40.31    683.57    71.80      71.80     31858
              Total> 147.58   40.00m   386.57   145.74     145.74     49778
 15  114.40   Total> 158.45   43.00m   406.05   156.91     156.91     49778
 16  113.60   Total> 172.98   47.00m   432.05   171.52     171.52     49778
 17  112.80   Total> 187.52   51.00m   458.07   186.11     186.11     49778
 18  112.00   Total> 202.09   55.00m   484.11   200.74     200.74     49778
 19  111.20   Total> 216.68   59.00m   510.17   215.44     215.44     49778
 20  110.60   Total> 227.64   62.00m   529.73   226.42     226.42     49778
 21  110.00   Total> 238.61   65.00m   549.30   237.13     237.13     49778
 22  109.80   Total> 242.26   66.00m   555.82   241.22     241.22     49778
 23  107.70   Total> 280.73   76.50m   624.40   279.82     279.82     49778
 24  105.60   Total> 319.28   87.00m   693.07   318.53     318.53     49778
 25  103.80   Total> 352.38   96.00m   751.98   351.74     351.74     49778
 26  102.00   Total> 385.51  105.00m   810.92   384.93     384.93     49778

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  123.00    0.00    0.00    0.00      0.00     0.00       0.00      9956
  2  122.25    0.00   12.75    3.48     59.06     6.68       6.68      9956
  3  121.50    0.00   25.50    6.97    118.12    13.01      13.01      9956
  4  121.00    0.00   34.00    9.29    157.49    17.27      17.27      9956
  5  120.30    0.00   45.90   12.54    212.61    23.31      23.31      9956
               0.00   45.90   12.54    212.61    24.11      24.11     31858
  6  120.00    0.00   51.45   14.05    238.31    26.53      26.53     31858
  7  119.20    0.00   66.25   18.10    306.87    33.79      33.79     31858
  8  118.40    0.00   81.05   22.14    375.42    41.13      41.13     31858
  9  117.85    0.00   91.22   24.92    422.55    46.19      46.19     31858
 10  117.30    0.00  101.40   27.70    469.68    51.27      51.27     31858
 11  116.80    0.00  110.65   30.22    512.53    55.89      55.89     31858
 12  116.00    0.00  125.45   34.27    581.08    63.28      63.28     31858
 13  115.50    0.00  134.70   36.79    623.93    67.86      67.86     31858
 14  115.00    0.00  143.95   39.32    666.77    73.06      73.06     31858
              Total> 143.95   40.00m   382.94   145.64     145.64     49778
 15  114.40   Total> 155.05   43.00m   402.65   156.46     156.46     49778
 16  113.60   Total> 169.85   47.00m   428.92   171.18     171.18     49778
 17  112.80   Total> 184.65   51.00m   455.19   185.96     185.96     49778
 18  112.00   Total> 199.45   55.00m   481.46   200.69     200.69     49778

Run ID. Frognal West Wall_SLS 600 jrpwall                   | Sheet No.
99A Frognal                                                 | Date:10-03-2014
Section A-A West wall                                       | Checked :
-----------------------------------------------------------------------------
                                                              (continued)
Stage No.1   Apply surcharge no.1 at elevation 123.00
 
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
 19  111.20   Total> 214.25   59.00m   507.74   215.39     215.39     49778
 20  110.60   Total> 225.35   62.00m   527.44   226.48     226.48     49778
 21  110.00   Total> 236.45   65.00m   547.14   237.84     237.84     49778
 22  109.80   Total> 240.15   66.00m   553.71   241.11     241.11     49778
 23  107.70   Total> 279.00   76.50m   622.67   279.84     279.84     49778
 24  105.60   Total> 317.85   87.00m   691.64   318.55     318.55     49778
 25  103.80   Total> 351.15   96.00m   750.75   351.74     351.74     49778
 26  102.00   Total> 384.45  105.00m   809.86   384.99     384.99     49778
 
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 West Wall_SLS 600 jrpwall     |
99A Frognal                                                 | Date:10-03-2014
Section A-A West 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 West Wall_SLS 600 jrpwall     |
99A Frognal                                                 | Date:10-03-2014
Section A-A West wall                                       | Checked :
-----------------------------------------------------------------------------
                                                       Units: kN,m
Stage No. 2   Excavate to elevation 121.00 on PASSIVE side
 
STABILITY ANALYSIS of Fully Embedded Wall according to Strength Factor method
 Factor of safety on soil strength
 
                                FoS for toe       Toe elev. for  
                               elev. =  110.00     FoS = 1.250   
                               ---------------    -------------  
 Stage  --- G.L. ---   Strut   Factor  Moment      Toe    Wall   
  No.   Act.   Pass.    Elev.    of    equilib.   elev.  Penetr  
                               Safety  at elev.          -ation  
   2  123.00  121.00    Cant.   5.146   111.46   118.97    2.03

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 102.00               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  123.00      0.00     0.004   3.66E-04      0.0      -0.0            254492
  2  122.25      3.76     0.003   3.65E-04      1.4       0.7            254492
  3  121.50      8.61     0.003   3.59E-04      6.0       3.4            254492
  4  121.00     13.42     0.003   3.48E-04     11.6       7.7            254492
  5  120.30     -3.80     0.003   3.12E-04     14.9      18.4            254492
               -33.52     0.003   3.12E-04     14.9      18.4 
  6  120.00    -14.75     0.003   2.88E-04      7.7      21.3            254492
  7  119.20     -6.61     0.002   2.19E-04     -0.9      22.8            254492
  8  118.40     -2.24     0.002   1.52E-04     -4.4      20.0            254492
  9  117.85     -0.56     0.002   1.12E-04     -5.2      17.2            254492
 10  117.30     -0.07     0.002   7.83E-05     -5.3      14.3            254492
 11  116.80     -0.11     0.002   5.29E-05     -5.4      11.6            254492
 12  116.00     -0.41     0.002   2.33E-05     -5.6       7.2            254492
 13  115.50     -0.29     0.002   1.19E-05     -5.8       4.4            254492
 14  115.00    -12.52     0.002   6.27E-06     -9.0       1.4            254492
                 1.69     0.002   6.27E-06     -9.0       1.4 
 15  114.40      5.83     0.002   8.88E-06     -6.7      -3.7            254492
 16  113.60      4.61     0.002   2.59E-05     -2.5      -7.2            254492
 17  112.80      2.66     0.002   4.95E-05      0.4      -7.8            254492
 18  112.00      1.67     0.002   7.24E-05      2.1      -6.7            254492
 19  111.20      1.45     0.002   9.01E-05      3.3      -4.6            254492
 20  110.60      0.15     0.002   9.82E-05      3.8      -2.3            254492
 21  110.00     -9.67     0.002   1.00E-04      1.0       0.0                 0
 22  109.80      0.37     0.002          0      0.0       0.0                 0
 23  107.70      0.00     0.001          0      0.4       0.0                 0
 24  105.60     -0.06     0.001          0      0.4       0.0                 0
 25  103.80     -0.00     0.001          0      0.3       0.0                 0
 26  102.00     -0.36     0.000          0     -0.0       0.0               ---

Run ID. Frognal West Wall_SLS 600 jrpwall                   | Sheet No.
99A Frognal                                                 | Date:10-03-2014
Section A-A West wall                                       | Checked :
-----------------------------------------------------------------------------
                                                              (continued)
Stage No.2   Excavate to elevation 121.00 on PASSIVE side
 
Node    Y    ------------------------ ACTIVE side ---------------------------
 no.  coord          ------- Effective stresses -------    Total     Soil   
             Water   Vertic  Active   Passive    Earth     earth   stiffness
             press.    -al   limit     limit   pressure   pressure   coeff. 
              kN/m2   kN/m2   kN/m2     kN/m2    kN/m2      kN/m2     kN/m3
  1  123.00    0.00    0.00    0.00      0.00     0.00       0.00      9956
  2  122.25    0.00   13.76    3.76     63.75     3.76       3.76a     9956
  3  121.50    0.00   28.62    7.82    132.58     8.61       8.61      9956
  4  121.00    0.00   38.09   10.40    176.42    13.42      13.42      9956
  5  120.30    0.00   50.72   13.85    234.92    18.17      18.17      9956
               0.00   50.72   13.85    234.92     5.00       5.00A    31858
  6  120.00    0.00   56.42   15.41    261.34    15.87      15.87     31858
  7  119.20    0.00   71.33   19.48    330.40    26.89      26.89     31858
  8  118.40    0.00   85.98   23.49    398.27    36.15      36.15     31858
  9  117.85    0.00   95.98   26.22    444.58    41.90      41.90     31858
 10  117.30    0.00  105.95   28.94    490.75    47.13      47.13     31858
 11  116.80    0.00  115.00   31.41    532.66    51.65      51.65     31858
 12  116.00    0.00  129.47   35.36    599.70    58.82      58.82     31858
 13  115.50    0.00  138.52   37.84    641.62    63.46      63.46     31858
 14  115.00    0.00  147.58   40.31    683.57    61.93      61.93     31858
              Total> 147.58   40.00m   386.57   130.32     130.32     49778
 15  114.40   Total> 158.45   43.00m   406.05   143.38     143.38     49778
 16  113.60   Total> 172.98   47.00m   432.05   157.47     157.47     49778
 17  112.80   Total> 187.52   51.00m   458.07   171.25     171.25     49778
 18  112.00   Total> 202.09   55.00m   484.11   185.54     185.54     49778
 19  111.20   Total> 216.68   59.00m   510.17   200.25     200.25     49778
 20  110.60   Total> 227.64   62.00m   529.73   210.72     210.72     49778
 21  110.00   Total> 238.61   65.00m   549.30   216.96     216.96     49778
 22  109.80   Total> 242.26   66.00m   555.82   225.68     225.68     49778
 23  107.70   Total> 280.73   76.50m   624.40   264.60     264.60     49778
 24  105.60   Total> 319.28   87.00m   693.07   303.76     303.76     49778
 25  103.80   Total> 352.38   96.00m   751.98   337.45     337.45     49778
 26  102.00   Total> 385.51  105.00m   810.92   371.15     371.15     49778

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  123.00    0.00    0.00    0.00      0.00     0.00       0.00       0.0
  2  122.25    0.00    0.00    0.00      0.00     0.00       0.00       0.0
  3  121.50    0.00    0.00    0.00      0.00     0.00       0.00       0.0
  4  121.00    0.00    0.00    0.00      0.00     0.00       0.00       0.0
               0.00    0.00    0.00      0.00     0.00       0.00      9961
  5  120.30    0.00   11.90    3.25     55.12    21.97      21.97      9961
               0.00   11.90    3.25     55.12    38.52      38.52     31874
  6  120.00    0.00   17.45    4.77     80.84    30.63      30.63     31874
  7  119.20    0.00   32.26    8.81    149.43    33.50      33.50     31874
  8  118.40    0.00   47.08   12.86    218.08    38.39      38.39     31874
  9  117.85    0.00   57.28   15.65    265.32    42.46      42.46     31874
 10  117.30    0.00   67.49   18.43    312.60    47.20      47.20     31874
 11  116.80    0.00   76.78   20.97    355.63    51.75      51.75     31874
 12  116.00    0.00   91.66   25.04    424.56    59.23      59.23     31874
 13  115.50    0.00  100.97   27.58    467.71    63.75      63.75     31874
 14  115.00    0.00  110.30   30.13    510.91    74.45      74.45     31874
              Total> 110.30   30.00m   349.30   128.63     128.63     49803
 15  114.40   Total> 121.51   33.00m   369.11   137.55     137.55     49803
 16  113.60   Total> 136.48   37.00m   395.55   152.87     152.87     49803
 17  112.80   Total> 151.47   41.00m   422.02   168.59     168.59     49803

Run ID. Frognal West Wall_SLS 600 jrpwall                   | Sheet No.
99A Frognal                                                 | Date:10-03-2014
Section A-A West wall                                       | Checked :
-----------------------------------------------------------------------------
                                                              (continued)
Stage No.2   Excavate to elevation 121.00 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
 18  112.00   Total> 166.50   45.00m   448.52   183.87     183.87     49803
 19  111.20   Total> 181.56   49.00m   475.04   198.79     198.79     49803
 20  110.60   Total> 192.87   52.00m   494.96   210.57     210.57     49803
 21  110.00   Total> 204.19   55.00m   514.89   226.63     226.63     49803
 22  109.80   Total> 207.97   56.00m   521.53   225.31     225.31     49803
 23  107.70   Total> 247.72   66.50m   591.40   264.59     264.59     49803
 24  105.60   Total> 287.59   77.00m   661.38   303.82     303.82     49803
 25  103.80   Total> 321.82   86.00m   721.42   337.45     337.45     49803
 26  102.00   Total> 356.09   95.00m   781.50   371.51     371.51     49803
 
Note:      3.76a  Soil pressure at active limit 
         123.45p  Soil pressure at passive limit 
           5.00A  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 West Wall_SLS 600 jrpwall     |
99A Frognal                                                 | Date:10-03-2014
Section A-A West 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 West Wall_SLS 600 jrpwall     |
99A Frognal                                                 | Date:10-03-2014
Section A-A West wall                                       | Checked :
-----------------------------------------------------------------------------
                                                       Units: kN,m
Stage No. 4   Excavate to elevation 116.80 on PASSIVE side
 
STABILITY ANALYSIS of Fully Embedded Wall according to Strength Factor method
 Factor of safety on soil strength
 
                                FoS for toe       Toe elev. for  
                               elev. =  110.00     FoS = 1.250   
                               ---------------    -------------  
 Stage  --- G.L. ---   Strut   Factor  Moment      Toe    Wall   
  No.   Act.   Pass.    Elev.    of    equilib.   elev.  Penetr  
                               Safety  at elev.          -ation  
   4  123.00  116.80   121.50   3.916     n/a    114.86    1.94

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 102.00               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  123.00      0.00     0.002  -1.22E-03      0.0       0.0            254492
  2  122.25     10.66     0.003  -1.22E-03      4.0       0.7            254492
  3  121.50     12.64     0.003  -1.23E-03     12.7       7.3     63.5   254492
                12.64     0.003  -1.23E-03    -50.7       7.3 
  4  121.00     15.13     0.004  -1.23E-03    -43.8     -16.3            254492
  5  120.30     18.35     0.005  -1.14E-03    -32.1     -42.2            254492
                 5.57     0.005  -1.14E-03    -32.1     -42.2 
  6  120.00      8.89     0.005  -1.09E-03    -29.9     -51.7            254492
  7  119.20     13.28     0.006  -8.99E-04    -21.0     -72.4            254492
  8  118.40     17.30     0.007  -6.52E-04     -8.8     -84.5            254492
  9  117.85     26.22     0.007  -4.67E-04      3.2     -86.5            254492
 10  117.30     28.94     0.007  -2.87E-04     18.3     -80.6            254492
 11  116.80     31.41     0.007  -1.41E-04     33.4     -67.6            254492
 12  116.00    -27.13     0.007   1.87E-05     35.1     -34.4            254492
 13  115.50    -16.18     0.007   7.22E-05     24.3     -20.2            254492
 14  115.00    -62.79     0.007   1.02E-04      4.5     -10.1            254492
               -32.98     0.007   1.02E-04      4.5     -10.1 
 15  114.40     -0.44     0.007   1.29E-04     -5.5     -13.3            254492
 16  113.60      6.41     0.007   1.78E-04     -3.1     -17.9            254492
 17  112.80      4.46     0.007   2.35E-04      1.3     -18.3            254492
 18  112.00      3.64     0.007   2.89E-04      4.5     -15.9            254492
 19  111.20      4.51     0.006   3.31E-04      7.8     -11.2            254492
 20  110.60      1.01     0.006   3.51E-04      9.4      -5.8            254492
 21  110.00    -24.27     0.006   3.58E-04      2.4      -0.0                 0
 22  109.80      0.63     0.006          0      0.1       0.0                 0
 23  107.70      0.09     0.005          0      0.8       0.0                 0
 24  105.60     -0.07     0.004          0      0.8       0.0                 0
 25  103.80      0.04     0.002          0      0.8       0.0                 0
 26  102.00     -0.94     0.000          0      0.0       0.0               ---
 At elev. 121.50 Strut force =    190.4 kN/strut =     63.5 kN/m run

Run ID. Frognal West Wall_SLS 600 jrpwall                   | Sheet No.
99A Frognal                                                 | Date:10-03-2014
Section A-A West wall                                       | Checked :
-----------------------------------------------------------------------------
                                                              (continued)
Stage No.4   Excavate to elevation 116.80 on PASSIVE side
 
Node    Y    ------------------------ ACTIVE side ---------------------------
 no.  coord          ------- Effective stresses -------    Total     Soil   
             Water   Vertic  Active   Passive    Earth     earth   stiffness
             press.    -al   limit     limit   pressure   pressure   coeff. 
              kN/m2   kN/m2   kN/m2     kN/m2    kN/m2      kN/m2     kN/m3
  1  123.00    0.00    0.00    0.00      0.00     0.00       0.00      9956
  2  122.25    0.00   13.76    3.76     63.75    10.66      10.66      9956
  3  121.50    0.00   28.62    7.82    132.58    12.64      12.64      9956
  4  121.00    0.00   38.09   10.40    176.42    15.13      15.13      9956
  5  120.30    0.00   50.72   13.85    234.92    18.35      18.35      9956
               0.00   50.72   13.85    234.92     5.57       5.57A    31858
  6  120.00    0.00   56.42   15.41    261.34     8.89       8.89A    31858
  7  119.20    0.00   71.33   19.48    330.40    13.28      13.28A    31858
  8  118.40    0.00   85.98   23.49    398.27    17.30      17.30A    31858
  9  117.85    0.00   95.98   26.22    444.58    26.22      26.22a    31858
 10  117.30    0.00  105.95   28.94    490.75    28.94      28.94a    31858
 11  116.80    0.00  115.00   31.41    532.66    31.41      31.41a    31858
 12  116.00    0.00  129.47   35.36    599.70    38.66      38.66     31858
 13  115.50    0.00  138.52   37.84    641.62    46.13      46.13     31858
 14  115.00    0.00  147.58   40.31    683.57    26.72      26.72A    31858
              Total> 147.58   40.00m   386.57    75.31      75.31     49778
 15  114.40   Total> 158.45   43.00m   406.05   101.29     101.29     49778
 16  113.60   Total> 172.98   47.00m   432.05   119.19     119.19     49778
 17  112.80   Total> 187.52   51.00m   458.07   132.96     132.96     49778
 18  112.00   Total> 202.09   55.00m   484.11   147.42     147.42     49778
 19  111.20   Total> 216.68   59.00m   510.17   162.81     162.81     49778
 20  110.60   Total> 227.64   62.00m   529.73   172.27     172.27     49778
 21  110.00   Total> 238.61   65.00m   549.30   170.91     170.91     49778
 22  109.80   Total> 242.26   66.00m   555.82   187.03     187.03     49778
 23  107.70   Total> 280.73   76.50m   624.40   226.55     226.55     49778
 24  105.60   Total> 319.28   87.00m   693.07   266.39     266.39     49778
 25  103.80   Total> 352.38   96.00m   751.98   300.88     300.88     49778
 26  102.00   Total> 385.51  105.00m   810.92   336.71     336.71     49778

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  123.00    0.00    0.00    0.00      0.00     0.00       0.00       0.0
  2  122.25    0.00    0.00    0.00      0.00     0.00       0.00       0.0
  3  121.50    0.00    0.00    0.00      0.00     0.00       0.00       0.0
  4  121.00    0.00    0.00    0.00      0.00     0.00       0.00       0.0
  5  120.30    0.00    0.00    0.00      0.00     0.00       0.00       0.0
  6  120.00    0.00    0.00    0.00      0.00     0.00       0.00       0.0
  7  119.20    0.00    0.00    0.00      0.00     0.00       0.00       0.0
  8  118.40    0.00    0.00    0.00      0.00     0.00       0.00       0.0
  9  117.85    0.00    0.00    0.00      0.00     0.00       0.00       0.0
 10  117.30    0.00    0.00    0.00      0.00     0.00       0.00       0.0
 11  116.80    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     31906
 12  116.00    0.00   14.80    4.04     68.57    65.79      65.79     31906
 13  115.50    0.00   24.06    6.57    111.46    62.31      62.31     31906
 14  115.00    0.00   33.33    9.10    154.40    89.52      89.52     31906
              Total>  33.33    9.00m   272.33   108.29     108.29     49853
 15  114.40   Total>  44.48   12.00m   292.08   101.73     101.73     49853
 16  113.60   Total>  59.39   16.00m   318.46   112.78     112.78     49853
 17  112.80   Total>  74.36   20.00m   344.90   128.51     128.51     49853
 18  112.00   Total>  89.41   24.00m   371.42   143.77     143.77     49853

Run ID. Frognal West Wall_SLS 600 jrpwall                   | Sheet No.
99A Frognal                                                 | Date:10-03-2014
Section A-A West wall                                       | Checked :
-----------------------------------------------------------------------------
                                                              (continued)
Stage No.4   Excavate to elevation 116.80 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
 19  111.20   Total> 104.54   28.00m   398.03   158.29     158.29     49853
 20  110.60   Total> 115.95   31.00m   418.04   171.26     171.26     49853
 21  110.00   Total> 127.42   34.00m   438.11   195.18     195.18     49853
 22  109.80   Total> 131.25   35.00m   444.81   186.40     186.40     49853
 23  107.70   Total> 171.88   45.50m   515.55   226.46     226.46     49853
 24  105.60   Total> 213.13   56.00m   586.92   266.46     266.46     49853
 25  103.80   Total> 248.91   65.00m   648.51   300.84     300.84     49853
 26  102.00   Total> 284.99   74.00m   710.40   337.65     337.65     49853
 
Note:     31.41a  Soil pressure at active limit 
         123.45p  Soil pressure at passive limit 
          26.72A  Arching - soil pressure below active limit 
 
FOUNDATION PILING LTD                                       | Sheet No.
Program: WALLAP  Version 6.05  Revision A44.B58.R48         | Job No.  J13053
                             Licensed from GEOSOLVE         | Made by :    MC
Data filename/Run ID: Frognal West Wall_SLS 600 jrpwall     |
99A Frognal                                                 | Date:10-03-2014
Section A-A West 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 West Wall_SLS 600 jrpwall     |
99A Frognal                                                 | Date:10-03-2014
Section A-A West wall                                       | Checked :
-----------------------------------------------------------------------------
                                                       Units: kN,m
Stage No. 6   Excavate to elevation 113.60 on PASSIVE side
 
STABILITY ANALYSIS of Fully Embedded Wall according to Strength Factor method
 Factor of safety on soil strength
 
                                FoS for toe       Toe elev. for  
                               elev. =  110.00     FoS = 1.250   
                               ---------------    -------------  
 Stage  --- G.L. ---   Strut   Factor  Moment      Toe    Wall   
  No.   Act.   Pass.    Elev.    of    equilib.   elev.  Penetr  
                               Safety  at elev.          -ation  
   6  123.00  113.60           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 102.00               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  123.00      0.00     0.001  -1.23E-03      0.0       0.0            254492
  2  122.25      9.84     0.002  -1.23E-03      3.7       0.7            254492
  3  121.50     12.75     0.003  -1.24E-03     12.2       6.8     43.7   254492
                12.75     0.003  -1.24E-03    -31.5       6.8 
  4  121.00     15.51     0.004  -1.24E-03    -24.5      -7.2            254492
  5  120.30     17.81     0.005  -1.21E-03    -12.8     -19.4            254492
                 3.85     0.005  -1.21E-03    -12.8     -19.4 
  6  120.00     12.53     0.005  -1.18E-03    -10.3     -23.2            254492
  7  119.20     19.74     0.006  -1.10E-03      2.6     -27.1            254492
  8  118.40     25.13     0.007  -1.03E-03     20.5     -18.2            254492
  9  117.85     33.80     0.008  -1.01E-03     36.7      -2.9            254492
 10  117.30     34.66     0.008  -1.03E-03     55.6      22.6    152.1   254492
                34.66     0.008  -1.03E-03    -96.6      22.6 
 11  116.80     32.18     0.009  -1.03E-03    -79.9     -21.2            254492
 12  116.00     33.83     0.009  -8.89E-04    -53.5     -71.2            254492
 13  115.50     37.54     0.010  -7.27E-04    -35.6     -93.9            254492
 14  115.00      7.13     0.010  -5.31E-04    -24.4    -105.9            254492
                44.70     0.010  -5.31E-04    -24.4    -105.9 
 15  114.40     58.74     0.010  -2.73E-04      6.6    -113.2            254492
 16  113.60     68.33     0.010   4.46E-05     57.4     -88.9            254492
               -50.52     0.010   4.46E-05     57.4     -88.9 
 17  112.80    -13.51     0.010   2.77E-04     31.8     -59.1            254492
 18  112.00     -7.60     0.010   4.29E-04     23.4     -38.0            254492
 19  111.20     -1.06     0.010   5.24E-04     19.9     -21.8            254492
 20  110.60     -4.52     0.009   5.61E-04     18.2     -10.1            254492
 21  110.00    -42.13     0.009   5.73E-04      4.2      -0.0                 0
 22  109.80      0.43     0.009          0      0.0       0.0                 0
 23  107.70      0.13     0.007          0      0.6       0.0                 0
 24  105.60     -0.00     0.005          0      0.8       0.0                 0

Run ID. Frognal West Wall_SLS 600 jrpwall                   | Sheet No.
99A Frognal                                                 | Date:10-03-2014
Section A-A West wall                                       | Checked :
-----------------------------------------------------------------------------
                                                              (continued)
Stage No.6   Excavate to elevation 113.60 on PASSIVE side
 
Node    Y      Nett       Wall      Wall      Shear   Bending   Strut     EI of
 no.  coord  pressure     disp.   rotation    force   moment    forces     wall
                kN/m2       m       rad.       kN/m    kN.m/m    kN/m   kN.m2/m
 25  103.80      0.09     0.003          0      0.9       0.0                 0
 26  102.00     -1.04     0.000          0      0.0       0.0               ---
 At elev. 121.50 Strut force =    131.1 kN/strut =     43.7 kN/m run
 At elev. 117.30 Strut force =    456.4 kN/strut =    152.1 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  123.00    0.00    0.00    0.00      0.00     0.00       0.00      9956
  2  122.25    0.00   13.76    3.76     63.75     9.84       9.84      9956
  3  121.50    0.00   28.62    7.82    132.58    12.75      12.75      9956
  4  121.00    0.00   38.09   10.40    176.42    15.51      15.51      9956
  5  120.30    0.00   50.72   13.85    234.92    17.81      17.81      9956
               0.00   50.72   13.85    234.92     3.85       3.85A    31858
  6  120.00    0.00   56.42   15.41    261.34    12.53      12.53A    31858
  7  119.20    0.00   71.33   19.48    330.40    19.74      19.74     31858
  8  118.40    0.00   85.98   23.49    398.27    25.13      25.13     31858
  9  117.85    0.00   95.98   26.22    444.58    33.80      33.80     31858
 10  117.30    0.00  105.95   28.94    490.75    34.66      34.66     31858
 11  116.80    0.00  115.00   31.41    532.66    32.18      32.18     31858
 12  116.00    0.00  129.47   35.36    599.70    33.83      33.83A    31858
 13  115.50    0.00  138.52   37.84    641.62    37.54      37.54A    31858
 14  115.00    0.00  147.58   40.31    683.57     7.13       7.13A    31858
              Total> 147.58   40.00m   386.57    44.70      44.70     49778
 15  114.40   Total> 158.45   43.00m   406.05    64.63      64.63     49778
 16  113.60   Total> 172.98   47.00m   432.05    82.07      82.07     49778
 17  112.80   Total> 187.52   51.00m   458.07    98.70      98.70     49778
 18  112.00   Total> 202.09   55.00m   484.11   116.28     116.28     49778
 19  111.20   Total> 216.68   59.00m   510.17   134.72     134.72     49778
 20  110.60   Total> 227.64   62.00m   529.73   144.35     144.35     49778
 21  110.00   Total> 238.61   65.00m   549.30   136.66     136.66     49778
 22  109.80   Total> 242.26   66.00m   555.82   162.23     162.23     49778
 23  107.70   Total> 280.73   76.50m   624.40   201.75     201.75     49778
 24  105.60   Total> 319.28   87.00m   693.07   241.53     241.53     49778
 25  103.80   Total> 352.38   96.00m   751.98   276.06     276.06     49778
 26  102.00   Total> 385.51  105.00m   810.92   313.81     313.81     49778

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  123.00    0.00    0.00    0.00      0.00     0.00       0.00       0.0
  2  122.25    0.00    0.00    0.00      0.00     0.00       0.00       0.0
  3  121.50    0.00    0.00    0.00      0.00     0.00       0.00       0.0
  4  121.00    0.00    0.00    0.00      0.00     0.00       0.00       0.0
  5  120.30    0.00    0.00    0.00      0.00     0.00       0.00       0.0
  6  120.00    0.00    0.00    0.00      0.00     0.00       0.00       0.0
  7  119.20    0.00    0.00    0.00      0.00     0.00       0.00       0.0
  8  118.40    0.00    0.00    0.00      0.00     0.00       0.00       0.0
  9  117.85    0.00    0.00    0.00      0.00     0.00       0.00       0.0
 10  117.30    0.00    0.00    0.00      0.00     0.00       0.00       0.0
 11  116.80    0.00    0.00    0.00      0.00     0.00       0.00       0.0
 12  116.00    0.00    0.00    0.00      0.00     0.00       0.00       0.0

Run ID. Frognal West Wall_SLS 600 jrpwall                   | Sheet No.
99A Frognal                                                 | Date:10-03-2014
Section A-A West wall                                       | Checked :
-----------------------------------------------------------------------------
                                                              (continued)
Stage No.6   Excavate to elevation 113.60 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
 13  115.50    0.00    0.00    0.00      0.00     0.00       0.00       0.0
 14  115.00    0.00    0.00    0.00      0.00     0.00       0.00       0.0
 15  114.40    5.89    0.00    0.00      0.00     0.00       5.89       0.0
 16  113.60   13.73    0.00    0.00      0.00     0.00      13.73       0.0
              Total>  13.73   13.73w   272.80   132.59     132.59     49892
 17  112.80   Total>  28.54   21.58w   299.08   112.21     112.21     49892
 18  112.00   Total>  43.37   29.43w   325.38   123.88     123.88     49892
 19  111.20   Total>  58.25   37.28w   351.73   135.78     135.78     49892
 20  110.60   Total>  69.45   43.16w   371.54   148.87     148.87     49892
 21  110.00   Total>  80.71   25.00m   391.40   178.79     178.79     49892
 22  109.80   Total>  84.47   26.00m   398.03   161.79     161.79     49892
 23  107.70   Total> 124.42   36.50m   468.10   201.62     201.62     49892
 24  105.60   Total> 165.28   47.00m   539.07   241.53     241.53     49892
 25  103.80   Total> 201.05   56.00m   600.64   275.97     275.97     49892
 26  102.00   Total> 237.44   65.00m   662.85   314.86     314.86     49892
 
Note:     12.34a  Soil pressure at active limit 
         123.45p  Soil pressure at passive limit 
           7.13A  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 West Wall_SLS 600 jrpwall     |
99A Frognal                                                 | Date:10-03-2014
Section A-A West 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 West Wall_SLS 600 jrpwall     |
99A Frognal                                                 | Date:10-03-2014
Section A-A West 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  123.00  113.60           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 102.00               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  123.00      0.00     0.001  -1.22E-03      0.0       0.0            254492
  2  122.25      9.51     0.002  -1.22E-03      3.6       0.7            254492
  3  121.50     12.63     0.003  -1.23E-03     11.9       6.6     40.6   254492
                12.63     0.003  -1.23E-03    -28.7       6.6 
  4  121.00     15.42     0.004  -1.23E-03    -21.7      -5.9            254492
  5  120.30     17.49     0.005  -1.20E-03    -10.2     -16.2            254492
                 2.83     0.005  -1.20E-03    -10.2     -16.2 
  6  120.00     12.75     0.005  -1.18E-03     -7.8     -19.3            254492
  7  119.20     20.62     0.006  -1.12E-03      5.5     -21.1            254492
  8  118.40     26.38     0.007  -1.07E-03     24.3      -9.6            254492
  9  117.85     35.18     0.008  -1.07E-03     41.3       8.0            254492
 10  117.30     35.96     0.008  -1.12E-03     60.8      36.2    164.9   254492
                35.96     0.008  -1.12E-03   -104.0      36.2 
 11  116.80     33.08     0.009  -1.14E-03    -86.8     -11.1            254492
 12  116.00     34.18     0.010  -1.02E-03    -59.9     -66.4            254492
 13  115.50     37.34     0.010  -8.69E-04    -42.0     -92.2            254492
 14  115.00      6.20     0.010  -6.72E-04    -31.1    -107.4            254492
                43.25     0.010  -6.72E-04    -31.1    -107.4 
 15  114.40     61.39     0.011  -4.06E-04      0.3    -118.7            254492
 16  113.60     76.81     0.011  -6.59E-05     55.6     -97.7            254492
               -47.51     0.011  -6.59E-05     55.6     -97.7 
 17  112.80    -10.16     0.011   1.95E-04     32.5     -68.5            254492
 18  112.00     -5.73     0.011   3.75E-04     26.1     -45.8            254492
 19  111.20     -0.12     0.010   4.89E-04     23.8     -26.8            254492
 20  110.60     -4.69     0.010   5.35E-04     22.4     -12.5            254492
 21  110.00    -52.37     0.010   5.50E-04      5.2      -0.0                 0
 22  109.80      0.46     0.009          0      0.0       0.0                 0
 23  107.70      0.14     0.008          0      0.7       0.0                 0
 24  105.60     -0.00     0.006          0      0.8       0.0                 0

Run ID. Frognal West Wall_SLS 600 jrpwall                   | Sheet No.
99A Frognal                                                 | Date:10-03-2014
Section A-A West wall                                       | Checked :
-----------------------------------------------------------------------------
                                                              (continued)
Stage No.7   Apply water pressure profile no.2  ( Mod. Conserv. )
 
Node    Y      Nett       Wall      Wall      Shear   Bending   Strut     EI of
 no.  coord  pressure     disp.   rotation    force   moment    forces     wall
                kN/m2       m       rad.       kN/m    kN.m/m    kN/m   kN.m2/m
 25  103.80      0.10     0.003          0      0.9       0.0                 0
 26  102.00     -1.13     0.000          0      0.0       0.0               ---
 At elev. 121.50 Strut force =    121.7 kN/strut =     40.6 kN/m run
 At elev. 117.30 Strut force =    494.6 kN/strut =    164.9 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  123.00    0.00    0.00    0.00      0.00     0.00       0.00      9956
  2  122.25    0.00   13.76    3.76     63.75     9.51       9.51      9956
  3  121.50    0.00   28.62    7.82    132.58    12.63      12.63      9956
  4  121.00    0.00   38.09   10.40    176.42    15.42      15.42      9956
  5  120.30    0.00   50.72   13.85    234.92    17.49      17.49      9956
               0.00   50.72   13.85    234.92     2.83       2.83A    31858
  6  120.00    0.00   56.42   15.41    261.34    12.75      12.75A    31858
  7  119.20    0.00   71.33   19.48    330.40    20.62      20.62     31858
  8  118.40    0.00   85.98   23.49    398.27    26.38      26.38     31858
  9  117.85    0.00   95.98   26.22    444.58    35.18      35.18     31858
 10  117.30    0.00  105.95   28.94    490.75    35.96      35.96     31858
 11  116.80    0.00  115.00   31.41    532.66    33.08      33.08     31858
 12  116.00    0.00  129.47   35.36    599.70    34.18      34.18A    31858
 13  115.50    0.00  138.52   37.84    641.62    37.34      37.34A    31858
 14  115.00    0.00  147.58   40.31    683.57     6.20       6.20A    31858
              Total> 147.58   40.00m   386.57    43.25      43.25     49778
 15  114.40   Total> 158.45   43.00m   406.05    61.39      61.39     49778
 16  113.60   Total> 172.98   47.00m   432.05    76.81      76.81     49778
 17  112.80   Total> 187.52   51.00m   458.07    92.29      92.29     49778
 18  112.00   Total> 202.09   55.00m   484.11   109.27     109.27     49778
 19  111.20   Total> 216.68   59.00m   510.17   127.40     127.40     49778
 20  110.60   Total> 227.64   62.00m   529.73   136.54     136.54     49778
 21  110.00   Total> 238.61   65.00m   549.30   123.86     123.86     49778
 22  109.80   Total> 242.26   66.00m   555.82   154.63     154.63     49778
 23  107.70   Total> 280.73   76.50m   624.40   194.35     194.35     49778
 24  105.60   Total> 319.28   87.00m   693.07   234.25     234.25     49778
 25  103.80   Total> 352.38   96.00m   751.98   268.91     268.91     49778
 26  102.00   Total> 385.51  105.00m   810.92   307.24     307.24     49778

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  123.00    0.00    0.00    0.00      0.00     0.00       0.00       0.0
  2  122.25    0.00    0.00    0.00      0.00     0.00       0.00       0.0
  3  121.50    0.00    0.00    0.00      0.00     0.00       0.00       0.0
  4  121.00    0.00    0.00    0.00      0.00     0.00       0.00       0.0
  5  120.30    0.00    0.00    0.00      0.00     0.00       0.00       0.0
  6  120.00    0.00    0.00    0.00      0.00     0.00       0.00       0.0
  7  119.20    0.00    0.00    0.00      0.00     0.00       0.00       0.0
  8  118.40    0.00    0.00    0.00      0.00     0.00       0.00       0.0
  9  117.85    0.00    0.00    0.00      0.00     0.00       0.00       0.0
 10  117.30    0.00    0.00    0.00      0.00     0.00       0.00       0.0
 11  116.80    0.00    0.00    0.00      0.00     0.00       0.00       0.0
 12  116.00    0.00    0.00    0.00      0.00     0.00       0.00       0.0

Run ID. Frognal West Wall_SLS 600 jrpwall                   | Sheet No.
99A Frognal                                                 | Date:10-03-2014
Section A-A West 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
 13  115.50    0.00    0.00    0.00      0.00     0.00       0.00       0.0
 14  115.00    0.00    0.00    0.00      0.00     0.00       0.00       0.0
 15  114.40    0.00    0.00    0.00      0.00     0.00       0.00       0.0
 16  113.60    0.00    0.00    0.00      0.00     0.00       0.00       0.0
              Total>   0.00    0.00    259.07   124.32     124.32     49892
 17  112.80   Total>  14.80    7.85w   285.35   102.45     102.45     49892
 18  112.00   Total>  29.64   15.70w   311.65   115.00     115.00     49892
 19  111.20   Total>  44.52   23.54w   338.01   127.52     127.52     49892
 20  110.60   Total>  55.74   29.43w   357.83   141.22     141.22     49892
 21  110.00   Total>  67.00   18.00m   377.70   176.22     176.22     49892
 22  109.80   Total>  70.77   19.00m   384.33   154.17     154.17     49892
 23  107.70   Total> 110.82   29.50m   454.50   194.21     194.21     49892
 24  105.60   Total> 151.86   40.00m   525.65   234.25     234.25     49892
 25  103.80   Total> 187.84   49.00m   587.44   268.81     268.81     49892
 26  102.00   Total> 224.50   58.00m   649.91   308.37     308.37     49892
 
Note:     12.34a  Soil pressure at active limit 
         123.45p  Soil pressure at passive limit 
           6.20A  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 West Wall_SLS 600 jrpwall     |
99A Frognal                                                 | Date:10-03-2014
Section A-A West 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 West Wall_SLS 600 jrpwall     |
99A Frognal                                                 | Date:10-03-2014
Section A-A West wall                                       | Checked :
-----------------------------------------------------------------------------
                                                       Units: kN,m
Stage No. 8   Change EI of wall to 350000 kN.m2/m run
              From elevation 121.00 to 113.60
              Yield moment not defined
              No adjustments to wall displacements
 
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  
   8  123.00  113.60           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 102.00               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  123.00      0.00     0.001  -1.22E-03      0.0       0.0            254492
  2  122.25      9.51     0.002  -1.22E-03      3.6       0.7            254492
  3  121.50     12.63     0.003  -1.23E-03     11.9       6.6     40.6   254492
                12.63     0.003  -1.23E-03    -28.7       6.6 
  4  121.00     15.42     0.004  -1.23E-03    -21.7      -5.9            350000
  5  120.30     17.49     0.005  -1.20E-03    -10.2     -16.2            350000
                 2.83     0.005  -1.20E-03    -10.2     -16.2 
  6  120.00     12.75     0.005  -1.18E-03     -7.8     -19.3            350000
  7  119.20     20.62     0.006  -1.12E-03      5.5     -21.1            350000
  8  118.40     26.38     0.007  -1.07E-03     24.3      -9.6            350000
  9  117.85     35.18     0.008  -1.07E-03     41.3       8.0            350000
 10  117.30     35.96     0.008  -1.12E-03     60.8      36.2    164.9   350000
                35.96     0.008  -1.12E-03   -104.0      36.2 
 11  116.80     33.08     0.009  -1.14E-03    -86.8     -11.1            350000
 12  116.00     34.18     0.010  -1.02E-03    -59.9     -66.4            350000
 13  115.50     37.34     0.010  -8.69E-04    -42.0     -92.2            350000
 14  115.00      6.20     0.010  -6.72E-04    -31.1    -107.4            350000
                43.25     0.010  -6.72E-04    -31.1    -107.4 
 15  114.40     61.39     0.011  -4.06E-04      0.3    -118.7            350000
 16  113.60     76.81     0.011  -6.59E-05     55.6     -97.7            254492
               -47.51     0.011  -6.59E-05     55.6     -97.7 
 17  112.80    -10.16     0.011   1.95E-04     32.5     -68.5            254492
 18  112.00     -5.73     0.011   3.75E-04     26.1     -45.8            254492
 19  111.20     -0.12     0.010   4.89E-04     23.8     -26.8            254492
 20  110.60     -4.69     0.010   5.35E-04     22.4     -12.5            254492
 21  110.00    -52.37     0.010   5.50E-04      5.2      -0.0                 0

Run ID. Frognal West Wall_SLS 600 jrpwall                   | Sheet No.
99A Frognal                                                 | Date:10-03-2014
Section A-A West wall                                       | Checked :
-----------------------------------------------------------------------------
                                                              (continued)
Stage No.8   Change EI of wall to 350000 kN.m2/m run
              From elevation 121.00 to 113.60
              Yield moment not defined
              No adjustments to wall displacements
 
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
 22  109.80      0.46     0.009          0      0.0       0.0                 0
 23  107.70      0.14     0.008          0      0.7       0.0                 0
 24  105.60     -0.00     0.006          0      0.8       0.0                 0
 25  103.80      0.10     0.003          0      0.9       0.0                 0
 26  102.00     -1.13     0.000          0      0.0       0.0               ---
 At elev. 121.50 Strut force =    121.7 kN/strut =     40.6 kN/m run
 At elev. 117.30 Strut force =    494.6 kN/strut =    164.9 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  123.00    0.00    0.00    0.00      0.00     0.00       0.00      9956
  2  122.25    0.00   13.76    3.76     63.75     9.51       9.51      9956
  3  121.50    0.00   28.62    7.82    132.58    12.63      12.63      9956
  4  121.00    0.00   38.09   10.40    176.42    15.42      15.42      9956
  5  120.30    0.00   50.72   13.85    234.92    17.49      17.49      9956
               0.00   50.72   13.85    234.92     2.83       2.83A    31858
  6  120.00    0.00   56.42   15.41    261.34    12.75      12.75A    31858
  7  119.20    0.00   71.33   19.48    330.40    20.62      20.62     31858
  8  118.40    0.00   85.98   23.49    398.27    26.38      26.38     31858
  9  117.85    0.00   95.98   26.22    444.58    35.18      35.18     31858
 10  117.30    0.00  105.95   28.94    490.75    35.96      35.96     31858
 11  116.80    0.00  115.00   31.41    532.66    33.08      33.08     31858
 12  116.00    0.00  129.47   35.36    599.70    34.18      34.18A    31858
 13  115.50    0.00  138.52   37.84    641.62    37.34      37.34A    31858
 14  115.00    0.00  147.58   40.31    683.57     6.20       6.20A    31858
              Total> 147.58   40.00m   386.57    43.25      43.25     49778
 15  114.40   Total> 158.45   43.00m   406.05    61.39      61.39     49778
 16  113.60   Total> 172.98   47.00m   432.05    76.81      76.81     49778
 17  112.80   Total> 187.52   51.00m   458.07    92.29      92.29     49778
 18  112.00   Total> 202.09   55.00m   484.11   109.27     109.27     49778
 19  111.20   Total> 216.68   59.00m   510.17   127.40     127.40     49778
 20  110.60   Total> 227.64   62.00m   529.73   136.54     136.54     49778
 21  110.00   Total> 238.61   65.00m   549.30   123.86     123.86     49778
 22  109.80   Total> 242.26   66.00m   555.82   154.63     154.63     49778
 23  107.70   Total> 280.73   76.50m   624.40   194.35     194.35     49778
 24  105.60   Total> 319.28   87.00m   693.07   234.25     234.25     49778
 25  103.80   Total> 352.38   96.00m   751.98   268.91     268.91     49778
 26  102.00   Total> 385.51  105.00m   810.92   307.24     307.24     49778

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  123.00    0.00    0.00    0.00      0.00     0.00       0.00       0.0
  2  122.25    0.00    0.00    0.00      0.00     0.00       0.00       0.0
  3  121.50    0.00    0.00    0.00      0.00     0.00       0.00       0.0
  4  121.00    0.00    0.00    0.00      0.00     0.00       0.00       0.0
  5  120.30    0.00    0.00    0.00      0.00     0.00       0.00       0.0
  6  120.00    0.00    0.00    0.00      0.00     0.00       0.00       0.0

Run ID. Frognal West Wall_SLS 600 jrpwall                   | Sheet No.
99A Frognal                                                 | Date:10-03-2014
Section A-A West wall                                       | Checked :
-----------------------------------------------------------------------------
                                                              (continued)
Stage No.8   Change EI of wall to 350000 kN.m2/m run
              From elevation 121.00 to 113.60
              Yield moment not defined
              No adjustments to wall displacements
 
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
  7  119.20    0.00    0.00    0.00      0.00     0.00       0.00       0.0
  8  118.40    0.00    0.00    0.00      0.00     0.00       0.00       0.0
  9  117.85    0.00    0.00    0.00      0.00     0.00       0.00       0.0
 10  117.30    0.00    0.00    0.00      0.00     0.00       0.00       0.0
 11  116.80    0.00    0.00    0.00      0.00     0.00       0.00       0.0
 12  116.00    0.00    0.00    0.00      0.00     0.00       0.00       0.0
 13  115.50    0.00    0.00    0.00      0.00     0.00       0.00       0.0
 14  115.00    0.00    0.00    0.00      0.00     0.00       0.00       0.0
 15  114.40    0.00    0.00    0.00      0.00     0.00       0.00       0.0
 16  113.60    0.00    0.00    0.00      0.00     0.00       0.00       0.0
              Total>   0.00    0.00    259.07   124.32     124.32     49892
 17  112.80   Total>  14.80    7.85w   285.35   102.45     102.45     49892
 18  112.00   Total>  29.64   15.70w   311.65   115.00     115.00     49892
 19  111.20   Total>  44.52   23.54w   338.01   127.52     127.52     49892
 20  110.60   Total>  55.74   29.43w   357.83   141.22     141.22     49892
 21  110.00   Total>  67.00   18.00m   377.70   176.22     176.22     49892
 22  109.80   Total>  70.77   19.00m   384.33   154.17     154.17     49892
 23  107.70   Total> 110.82   29.50m   454.50   194.21     194.21     49892
 24  105.60   Total> 151.86   40.00m   525.65   234.25     234.25     49892
 25  103.80   Total> 187.84   49.00m   587.44   268.81     268.81     49892
 26  102.00   Total> 224.50   58.00m   649.91   308.37     308.37     49892
 
Note:     12.34a  Soil pressure at active limit 
         123.45p  Soil pressure at passive limit 
           6.20A  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 West Wall_SLS 600 jrpwall     |
99A Frognal                                                 | Date:10-03-2014
Section A-A West 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 West Wall_SLS 600 jrpwall     |
99A Frognal                                                 | Date:10-03-2014
Section A-A West wall                                       | Checked :
-----------------------------------------------------------------------------
                                                       Units: kN,m
Stage No. 11   Remove strut or anchor no.2 at elevation 117.30
 
STABILITY ANALYSIS of Fully Embedded Wall according to Strength Factor method
 Factor of safety on soil strength
 
                                FoS for toe       Toe elev. for  
                               elev. =  110.00     FoS = 1.250   
                               ---------------    -------------  
 Stage  --- G.L. ---   Strut   Factor  Moment      Toe    Wall   
  No.   Act.   Pass.    Elev.    of    equilib.   elev.  Penetr  
                               Safety  at elev.          -ation  
  11  123.00  113.60           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 102.00               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  123.00      0.00     0.001  -1.38E-03      0.0      -0.0            254492
  2  122.25     11.07     0.002  -1.38E-03      4.2       0.7            254492
  3  121.50     13.95     0.003  -1.39E-03     13.5       7.5      2.8   254492
                13.95     0.003  -1.39E-03     10.8       7.5 
  4  121.00     16.82     0.004  -1.42E-03     18.5      14.8            350000
  5  120.30     19.32     0.005  -1.46E-03     31.1      33.0            350000
                 8.69     0.005  -1.46E-03     31.1      33.0 
  6  120.00     15.68     0.005  -1.48E-03     34.8      42.6    116.4   350000
                15.68     0.005  -1.48E-03    -81.7      42.6 
  7  119.20     19.73     0.006  -1.49E-03    -67.5     -17.4            350000
  8  118.40     21.23     0.008  -1.39E-03    -51.1     -64.6            350000
  9  117.85     26.92     0.008  -1.27E-03    -37.9     -89.3            350000
 10  117.30     26.36     0.009  -1.13E-03    -23.2    -105.8            350000
 11  116.80     24.53     0.010  -9.79E-04    -10.5    -113.9            350000
 12  116.00     28.08     0.010  -6.89E-04     10.6    -110.9            350000
 13  115.50     34.02     0.011  -4.94E-04     26.1    -102.3            350000
 14  115.00     36.10     0.011  -3.08E-04     43.6     -83.8            350000
                40.00     0.011  -3.08E-04     43.6     -83.8 
 15  114.40     64.56     0.011  -1.20E-04     75.0     -50.9    104.6   350000
                64.56     0.011  -1.20E-04    -29.6     -50.9 
 16  113.60     84.02     0.011   9.12E-05     29.8     -52.8            254492
               -44.64     0.011   9.12E-05     29.8     -52.8 
 17  112.80      0.69     0.011   2.42E-04     12.2     -43.3            254492
 18  112.00      2.63     0.010   3.62E-04     13.5     -33.4            254492
 19  111.20      5.27     0.010   4.49E-04     16.7     -21.8            254492
 20  110.60     -0.34     0.010   4.87E-04     18.2     -10.8            254492
 21  110.00    -45.15     0.010   5.00E-04      4.5      -0.0                 0
 22  109.80      0.46     0.009          0      0.0       0.0                 0
 23  107.70      0.14     0.008          0      0.7       0.0                 0

Run ID. Frognal West Wall_SLS 600 jrpwall                   | Sheet No.
99A Frognal                                                 | Date:10-03-2014
Section A-A West wall                                       | Checked :
-----------------------------------------------------------------------------
                                                              (continued)
Stage No.11  Remove strut or anchor no.2 at elevation 117.30
 
Node    Y      Nett       Wall      Wall      Shear   Bending   Strut     EI of
 no.  coord  pressure     disp.   rotation    force   moment    forces     wall
                kN/m2       m       rad.       kN/m    kN.m/m    kN/m   kN.m2/m
 24  105.60     -0.00     0.006          0      0.8       0.0                 0
 25  103.80      0.10     0.003          0      0.9       0.0                 0
 26  102.00     -1.13     0.000          0      0.0       0.0               ---
 At elev. 121.50 Strut force =      8.3 kN/strut =      2.8 kN/m run
 At elev. 120.00 Strut force =    116.4 kN/strut =    116.4 kN/m run
 At elev. 114.40 Strut force =    104.6 kN/strut =    104.6 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  123.00    0.00    0.00    0.00      0.00     0.00       0.00      9956
  2  122.25    0.00   13.76    3.76     63.75    11.07      11.07      9956
  3  121.50    0.00   28.62    7.82    132.58    13.95      13.95      9956
  4  121.00    0.00   38.09   10.40    176.42    16.82      16.82      9956
  5  120.30    0.00   50.72   13.85    234.92    19.32      19.32      9956
               0.00   50.72   13.85    234.92     8.69       8.69A    31858
  6  120.00    0.00   56.42   15.41    261.34    15.68      15.68     31858
  7  119.20    0.00   71.33   19.48    330.40    19.73      19.73     31858
  8  118.40    0.00   85.98   23.49    398.27    21.23      21.23A    31858
  9  117.85    0.00   95.98   26.22    444.58    26.92      26.92     31858
 10  117.30    0.00  105.95   28.94    490.75    26.36      26.36A    31858
 11  116.80    0.00  115.00   31.41    532.66    24.53      24.53A    31858
 12  116.00    0.00  129.47   35.36    599.70    28.08      28.08A    31858
 13  115.50    0.00  138.52   37.84    641.62    34.02      34.02A    31858
 14  115.00    0.00  147.58   40.31    683.57    36.10      36.10A    31858
              Total> 147.58   40.00m   386.57    40.00      40.00a    49778
 15  114.40   Total> 158.45   43.00m   406.05    64.56      64.56     49778
 16  113.60   Total> 172.98   47.00m   432.05    84.02      84.02     49778
 17  112.80   Total> 187.52   51.00m   458.07    98.89      98.89     49778
 18  112.00   Total> 202.09   55.00m   484.11   114.08     114.08     49778
 19  111.20   Total> 216.68   59.00m   510.17   130.49     130.49     49778
 20  110.60   Total> 227.64   62.00m   529.73   139.05     139.05     49778
 21  110.00   Total> 238.61   65.00m   549.30   127.75     127.75     49778
 22  109.80   Total> 242.26   66.00m   555.82   154.90     154.90     49778
 23  107.70   Total> 280.73   76.50m   624.40   194.42     194.42     49778
 24  105.60   Total> 319.28   87.00m   693.07   234.28     234.28     49778
 25  103.80   Total> 352.38   96.00m   751.98   268.93     268.93     49778
 26  102.00   Total> 385.51  105.00m   810.92   307.24     307.24     49778

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  123.00    0.00    0.00    0.00      0.00     0.00       0.00       0.0
  2  122.25    0.00    0.00    0.00      0.00     0.00       0.00       0.0
  3  121.50    0.00    0.00    0.00      0.00     0.00       0.00       0.0
  4  121.00    0.00    0.00    0.00      0.00     0.00       0.00       0.0
  5  120.30    0.00    0.00    0.00      0.00     0.00       0.00       0.0
  6  120.00    0.00    0.00    0.00      0.00     0.00       0.00       0.0
  7  119.20    0.00    0.00    0.00      0.00     0.00       0.00       0.0
  8  118.40    0.00    0.00    0.00      0.00     0.00       0.00       0.0
  9  117.85    0.00    0.00    0.00      0.00     0.00       0.00       0.0
 10  117.30    0.00    0.00    0.00      0.00     0.00       0.00       0.0

Run ID. Frognal West Wall_SLS 600 jrpwall                   | Sheet No.
99A Frognal                                                 | Date:10-03-2014
Section A-A West wall                                       | Checked :
-----------------------------------------------------------------------------
                                                              (continued)
Stage No.11  Remove strut or anchor no.2 at elevation 117.30
 
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
 11  116.80    0.00    0.00    0.00      0.00     0.00       0.00       0.0
 12  116.00    0.00    0.00    0.00      0.00     0.00       0.00       0.0
 13  115.50    0.00    0.00    0.00      0.00     0.00       0.00       0.0
 14  115.00    0.00    0.00    0.00      0.00     0.00       0.00       0.0
 15  114.40    0.00    0.00    0.00      0.00     0.00       0.00       0.0
 16  113.60    0.00    0.00    0.00      0.00     0.00       0.00       0.0
              Total>   0.00    0.00    259.07   128.66     128.66     49892
 17  112.80   Total>  14.80    7.85w   285.35    98.20      98.20     49892
 18  112.00   Total>  29.64   15.70w   311.65   111.45     111.45     49892
 19  111.20   Total>  44.52   23.54w   338.01   125.22     125.22     49892
 20  110.60   Total>  55.74   29.43w   357.83   139.38     139.38     49892
 21  110.00   Total>  67.00   18.00m   377.70   172.89     172.89     49892
 22  109.80   Total>  70.77   19.00m   384.33   154.44     154.44     49892
 23  107.70   Total> 110.82   29.50m   454.50   194.27     194.27     49892
 24  105.60   Total> 151.86   40.00m   525.65   234.28     234.28     49892
 25  103.80   Total> 187.84   49.00m   587.44   268.83     268.83     49892
 26  102.00   Total> 224.50   58.00m   649.91   308.37     308.37     49892
 
Note:     40.00a  Soil pressure at active limit 
         123.45p  Soil pressure at passive limit 
          36.10A  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 West Wall_SLS 600 jrpwall     |
99A Frognal                                                 | Date:10-03-2014
Section A-A West 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 West Wall_SLS 600 jrpwall     |
99A Frognal                                                 | Date:10-03-2014
Section A-A West wall                                       | Checked :
-----------------------------------------------------------------------------
                                                       Units: kN,m
Stage No. 12   Remove strut or anchor no.1 at elevation 121.50
 
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  123.00  113.60           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 102.00               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  123.00      0.00     0.001  -1.36E-03      0.0      -0.0            254492
  2  122.25     10.90     0.002  -1.36E-03      4.1       0.7            254492
  3  121.50     13.84     0.003  -1.37E-03     13.4       7.4            254492
  4  121.00     16.76     0.004  -1.39E-03     21.0      16.0            350000
  5  120.30     19.26     0.005  -1.44E-03     33.6      35.9            350000
                 8.50     0.005  -1.44E-03     33.6      35.9 
  6  120.00     15.71     0.005  -1.47E-03     37.3      46.3    120.0   350000
                15.71     0.005  -1.47E-03    -82.8      46.3 
  7  119.20     19.85     0.006  -1.49E-03    -68.5     -14.6            350000
  8  118.40     21.39     0.008  -1.38E-03    -52.0     -62.5            350000
  9  117.85     27.08     0.008  -1.27E-03    -38.7     -87.7            350000
 10  117.30     26.49     0.009  -1.13E-03    -24.0    -104.7            350000
 11  116.80     24.63     0.010  -9.83E-04    -11.2    -113.2            350000
 12  116.00     28.14     0.010  -6.94E-04      9.9    -110.7            350000
 13  115.50     34.05     0.011  -4.99E-04     25.5    -102.4            350000
 14  115.00     36.14     0.011  -3.12E-04     43.0     -84.3            350000
                40.07     0.011  -3.12E-04     43.0     -84.3 
 15  114.40     64.51     0.011  -1.23E-04     74.4     -51.7    103.7   350000
                64.51     0.011  -1.23E-04    -29.3     -51.7 
 16  113.60     83.93     0.011   8.96E-05     30.1     -53.3            254492
               -44.69     0.011   8.96E-05     30.1     -53.3 
 17  112.80      0.56     0.011   2.41E-04     12.4     -43.6            254492
 18  112.00      2.53     0.010   3.63E-04     13.7     -33.5            254492
 19  111.20      5.21     0.010   4.50E-04     16.8     -21.8            254492
 20  110.60     -0.39     0.010   4.88E-04     18.2     -10.8            254492
 21  110.00    -45.22     0.010   5.01E-04      4.5      -0.0                 0
 22  109.80      0.46     0.009          0      0.0       0.0                 0
 23  107.70      0.14     0.008          0      0.7       0.0                 0
 24  105.60     -0.00     0.006          0      0.8       0.0                 0

Run ID. Frognal West Wall_SLS 600 jrpwall                   | Sheet No.
99A Frognal                                                 | Date:10-03-2014
Section A-A West wall                                       | Checked :
-----------------------------------------------------------------------------
                                                              (continued)
Stage No.12  Remove strut or anchor no.1 at elevation 121.50
 
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  103.80      0.10     0.003          0      0.9       0.0                 0
 26  102.00     -1.13     0.000          0      0.0       0.0               ---
 At elev. 120.00 Strut force =    120.0 kN/strut =    120.0 kN/m run
 At elev. 114.40 Strut force =    103.7 kN/strut =    103.7 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  123.00    0.00    0.00    0.00      0.00     0.00       0.00      9956
  2  122.25    0.00   13.76    3.76     63.75    10.90      10.90      9956
  3  121.50    0.00   28.62    7.82    132.58    13.84      13.84      9956
  4  121.00    0.00   38.09   10.40    176.42    16.76      16.76      9956
  5  120.30    0.00   50.72   13.85    234.92    19.26      19.26      9956
               0.00   50.72   13.85    234.92     8.50       8.50A    31858
  6  120.00    0.00   56.42   15.41    261.34    15.71      15.71     31858
  7  119.20    0.00   71.33   19.48    330.40    19.85      19.85     31858
  8  118.40    0.00   85.98   23.49    398.27    21.39      21.39A    31858
  9  117.85    0.00   95.98   26.22    444.58    27.08      27.08     31858
 10  117.30    0.00  105.95   28.94    490.75    26.49      26.49A    31858
 11  116.80    0.00  115.00   31.41    532.66    24.63      24.63A    31858
 12  116.00    0.00  129.47   35.36    599.70    28.14      28.14A    31858
 13  115.50    0.00  138.52   37.84    641.62    34.05      34.05A    31858
 14  115.00    0.00  147.58   40.31    683.57    36.14      36.14A    31858
              Total> 147.58   40.00m   386.57    40.07      40.07     49778
 15  114.40   Total> 158.45   43.00m   406.05    64.51      64.51     49778
 16  113.60   Total> 172.98   47.00m   432.05    83.93      83.93     49778
 17  112.80   Total> 187.52   51.00m   458.07    98.81      98.81     49778
 18  112.00   Total> 202.09   55.00m   484.11   114.02     114.02     49778
 19  111.20   Total> 216.68   59.00m   510.17   130.45     130.45     49778
 20  110.60   Total> 227.64   62.00m   529.73   139.02     139.02     49778
 21  110.00   Total> 238.61   65.00m   549.30   127.71     127.71     49778
 22  109.80   Total> 242.26   66.00m   555.82   154.90     154.90     49778
 23  107.70   Total> 280.73   76.50m   624.40   194.41     194.41     49778
 24  105.60   Total> 319.28   87.00m   693.07   234.27     234.27     49778
 25  103.80   Total> 352.38   96.00m   751.98   268.93     268.93     49778
 26  102.00   Total> 385.51  105.00m   810.92   307.24     307.24     49778

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  123.00    0.00    0.00    0.00      0.00     0.00       0.00       0.0
  2  122.25    0.00    0.00    0.00      0.00     0.00       0.00       0.0
  3  121.50    0.00    0.00    0.00      0.00     0.00       0.00       0.0
  4  121.00    0.00    0.00    0.00      0.00     0.00       0.00       0.0
  5  120.30    0.00    0.00    0.00      0.00     0.00       0.00       0.0
  6  120.00    0.00    0.00    0.00      0.00     0.00       0.00       0.0
  7  119.20    0.00    0.00    0.00      0.00     0.00       0.00       0.0
  8  118.40    0.00    0.00    0.00      0.00     0.00       0.00       0.0
  9  117.85    0.00    0.00    0.00      0.00     0.00       0.00       0.0
 10  117.30    0.00    0.00    0.00      0.00     0.00       0.00       0.0
 11  116.80    0.00    0.00    0.00      0.00     0.00       0.00       0.0
 12  116.00    0.00    0.00    0.00      0.00     0.00       0.00       0.0

Run ID. Frognal West Wall_SLS 600 jrpwall                   | Sheet No.
99A Frognal                                                 | Date:10-03-2014
Section A-A West wall                                       | Checked :
-----------------------------------------------------------------------------
                                                              (continued)
Stage No.12  Remove strut or anchor no.1 at elevation 121.50
 
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
 13  115.50    0.00    0.00    0.00      0.00     0.00       0.00       0.0
 14  115.00    0.00    0.00    0.00      0.00     0.00       0.00       0.0
 15  114.40    0.00    0.00    0.00      0.00     0.00       0.00       0.0
 16  113.60    0.00    0.00    0.00      0.00     0.00       0.00       0.0
              Total>   0.00    0.00    259.07   128.61     128.61     49892
 17  112.80   Total>  14.80    7.85w   285.35    98.25      98.25     49892
 18  112.00   Total>  29.64   15.70w   311.65   111.49     111.49     49892
 19  111.20   Total>  44.52   23.54w   338.01   125.24     125.24     49892
 20  110.60   Total>  55.74   29.43w   357.83   139.40     139.40     49892
 21  110.00   Total>  67.00   18.00m   377.70   172.92     172.92     49892
 22  109.80   Total>  70.77   19.00m   384.33   154.44     154.44     49892
 23  107.70   Total> 110.82   29.50m   454.50   194.27     194.27     49892
 24  105.60   Total> 151.86   40.00m   525.65   234.28     234.28     49892
 25  103.80   Total> 187.84   49.00m   587.44   268.83     268.83     49892
 26  102.00   Total> 224.50   58.00m   649.91   308.37     308.37     49892
 
Note:     12.34a  Soil pressure at active limit 
         123.45p  Soil pressure at passive limit 
          36.14A  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 West Wall_SLS 600 jrpwall     |
99A Frognal                                                 | Date:10-03-2014
Section A-A West 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 West Wall_SLS 600 jrpwall     |
99A Frognal                                                 | Date:10-03-2014
Section A-A West 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  123.00  113.60           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 102.00               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  123.00      0.00     0.002  -1.13E-03      0.0       0.0            254492
  2  122.25      9.02     0.003  -1.13E-03      3.4       0.7            254492
  3  121.50     12.63     0.003  -1.14E-03     11.5       6.4            254492
  4  121.00     15.82     0.004  -1.16E-03     18.6      13.9            350000
  5  120.30     18.00     0.005  -1.20E-03     30.4      31.9            350000
                 4.46     0.005  -1.20E-03     30.4      31.9 
  6  120.00     15.02     0.005  -1.22E-03     33.4      41.1     99.4   350000
                15.02     0.005  -1.22E-03    -66.0      41.1 
  7  119.20     21.90     0.006  -1.25E-03    -51.3      -6.6            350000
  8  118.40     26.06     0.007  -1.18E-03    -32.1     -40.1            350000
  9  117.85     33.85     0.008  -1.11E-03    -15.6     -53.6            350000
 10  117.30     34.93     0.008  -1.03E-03      3.3     -56.9            350000
 11  116.80     34.83     0.009  -9.66E-04     20.7     -50.7            350000
 12  116.00     39.86     0.010  -8.53E-04     50.6     -19.4            350000
 13  115.50     46.98     0.010  -8.04E-04     72.3      10.8            350000
 14  115.00     49.71     0.010  -7.97E-04     96.5      53.9            350000
               166.66     0.010  -7.97E-04     96.5      53.9 
 15  114.40    172.76     0.011  -8.91E-04    198.3     140.6    466.8   350000
               172.76     0.011  -8.91E-04   -268.5     140.6 
 16  113.60    176.81     0.012  -9.38E-04   -128.6     -18.3            254492
 17  112.80     75.06     0.012  -7.84E-04    -27.9     -79.8            254492
 18  112.00     43.28     0.013  -5.34E-04     19.4     -79.2            254492
 19  111.20     12.85     0.013  -3.28E-04     41.9     -51.6            254492
 20  110.60    -14.55     0.013  -2.39E-04     41.4     -24.3            254492
 21  110.00    -89.05     0.014  -2.10E-04     10.3      -0.0                 0
 22  109.80      0.42     0.013          0      1.4       0.0                 0
 23  107.70     -1.00     0.011          0      0.8       0.0                 0
 24  105.60     -0.14     0.009          0     -0.4       0.0                 0

Run ID. Frognal West Wall_SLS 600 jrpwall                   | Sheet No.
99A Frognal                                                 | Date:10-03-2014
Section A-A West 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  103.80     -0.19     0.005          0     -0.7       0.0                 0
 26  102.00      0.94     0.000          0      0.0       0.0               ---
 At elev. 120.00 Strut force =     99.4 kN/strut =     99.4 kN/m run
 At elev. 114.40 Strut force =    466.8 kN/strut =    466.8 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  123.00    0.00    0.00    0.00      0.00     0.00       0.00      9956
  2  122.25    0.00   13.76    3.76     63.75     9.02       9.02      9956
  3  121.50    0.00   28.62    7.82    132.58    12.63      12.63      9956
  4  121.00    0.00   38.09   10.40    176.42    15.82      15.82      9956
  5  120.30    0.00   50.72   13.85    234.92    18.00      18.00      9956
               0.00   50.72   13.85    234.92     4.46       4.46A    31858
  6  120.00    0.00   56.42   15.41    261.34    15.02      15.02A    31858
  7  119.20    0.00   71.33   19.48    330.40    21.90      21.90     31858
  8  118.40    0.00   85.98   23.49    398.27    26.06      26.06     31858
  9  117.85    0.00   95.98   26.22    444.58    33.85      33.85     31858
 10  117.30    0.00  105.95   28.94    490.75    34.93      34.93     31858
 11  116.80    0.00  115.00   31.41    532.66    34.83      34.83     31858
 12  116.00    0.00  129.47   35.36    599.70    39.86      39.86     31858
 13  115.50    0.00  138.52   37.84    641.62    46.98      46.98     31858
 14  115.00    0.00  147.58   40.31    683.57    49.71      49.71     31858
               0.00  147.58   48.07    534.10   166.66     166.66     44800
 15  114.40    4.93  153.53   50.01    555.64   167.83     172.76     44800
 16  113.60   11.50  161.48   52.60    584.42   165.31     176.81     44800
 17  112.80   18.07  169.45   55.19    613.29   161.49     179.56     44800
 18  112.00   24.64  177.45   57.80    642.24   160.42     185.06     44800
 19  111.20   31.21  185.47   60.41    671.26   161.71     192.92     44800
 20  110.60   36.14  191.50   62.37    693.08   158.51     194.65     44800
 21  110.00   41.07  197.54   64.34    714.94   132.54     173.60     44800
 22  109.80   43.03  199.24   64.89    721.07   177.50     220.52     44800
 23  107.70   63.63  217.10   70.71    785.72   197.25     260.88     44800
 24  105.60   84.23  235.05   76.56    850.69   214.62     298.85     44800
 25  103.80  101.89  250.49   81.59    906.57   227.98     329.87     44800
 26  102.00  119.55  265.97   86.63    962.58   241.74     361.28     44800

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  123.00    0.00    0.00    0.00      0.00     0.00       0.00       0.0
  2  122.25    0.00    0.00    0.00      0.00     0.00       0.00       0.0
  3  121.50    0.00    0.00    0.00      0.00     0.00       0.00       0.0
  4  121.00    0.00    0.00    0.00      0.00     0.00       0.00       0.0
  5  120.30    0.00    0.00    0.00      0.00     0.00       0.00       0.0
  6  120.00    0.00    0.00    0.00      0.00     0.00       0.00       0.0
  7  119.20    0.00    0.00    0.00      0.00     0.00       0.00       0.0
  8  118.40    0.00    0.00    0.00      0.00     0.00       0.00       0.0
  9  117.85    0.00    0.00    0.00      0.00     0.00       0.00       0.0
 10  117.30    0.00    0.00    0.00      0.00     0.00       0.00       0.0
 11  116.80    0.00    0.00    0.00      0.00     0.00       0.00       0.0

Run ID. Frognal West Wall_SLS 600 jrpwall                   | Sheet No.
99A Frognal                                                 | Date:10-03-2014
Section A-A West 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
 12  116.00    0.00    0.00    0.00      0.00     0.00       0.00       0.0
 13  115.50    0.00    0.00    0.00      0.00     0.00       0.00       0.0
 14  115.00    0.00    0.00    0.00      0.00     0.00       0.00       0.0
 15  114.40    0.00    0.00    0.00      0.00     0.00       0.00       0.0
 16  113.60    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     44903
 17  112.80    9.13   62.97   20.51    227.89    95.38     104.50     44903
 18  112.00   18.25  111.26   36.24    402.68   123.53     141.78     44903
 19  111.20   27.38  135.00   43.97    488.61   152.69     180.07     44903
 20  110.60   34.22  146.51   47.72    530.25   174.98     209.20     44903
 21  110.00   41.07  155.24   50.56    561.84   221.59     262.66     44903
 22  109.80   43.03  158.05   51.48    572.00   177.08     220.10     44903
 23  107.70   63.63  180.08   58.65    651.73   198.25     261.88     44903
 24  105.60   84.23  195.16   63.57    706.33   214.77     299.00     44903
 25  103.80  101.89  206.06   67.12    745.78   228.18     330.06     44903
 26  102.00  119.55  216.57   70.54    783.81   240.80     360.34     44903
 
Note:     12.34a  Soil pressure at active limit 
         123.45p  Soil pressure at passive limit 
          15.02A  Arching - soil pressure below active limit 
 
FOUNDATION PILING LTD                                       | Sheet No.
Program: WALLAP  Version 6.05  Revision A44.B58.R48         | Job No.  J13053
                             Licensed from GEOSOLVE         | Made by :    MC
Data filename/Run ID: Frognal West Wall_SLS 600 jrpwall     |
99A Frognal                                                 | Date:10-03-2014
Section A-A West 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 West Wall_SLS 600 jrpwall     |
99A Frognal                                                 | Date:10-03-2014
Section A-A West 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  123.00  113.60           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 102.00               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  123.00      0.00     0.002  -1.13E-03      0.0       0.0            254492
  2  122.25      9.02     0.003  -1.13E-03      3.4       0.7            254492
  3  121.50     12.63     0.003  -1.14E-03     11.5       6.4            254492
  4  121.00     15.82     0.004  -1.16E-03     18.6      13.9            350000
  5  120.30     18.00     0.005  -1.20E-03     30.4      31.9            350000
                 4.46     0.005  -1.20E-03     30.4      31.9 
  6  120.00     15.02     0.005  -1.22E-03     33.4      41.1     99.4   350000
                15.02     0.005  -1.22E-03    -66.0      41.1 
  7  119.20     21.90     0.006  -1.25E-03    -51.3      -6.6            350000
  8  118.40     26.06     0.007  -1.18E-03    -32.1     -40.1            350000
  9  117.85     33.85     0.008  -1.11E-03    -15.6     -53.6            350000
 10  117.30     34.93     0.008  -1.03E-03      3.3     -56.9            350000
 11  116.80     34.83     0.009  -9.66E-04     20.7     -50.7            350000
 12  116.00     39.86     0.010  -8.53E-04     50.6     -19.4            350000
 13  115.50     46.98     0.010  -8.04E-04     72.3      10.8            350000
 14  115.00     49.71     0.010  -7.97E-04     96.5      53.9            350000
               166.66     0.010  -7.97E-04     96.5      53.9 
 15  114.40    172.76     0.011  -8.91E-04    198.3     140.6    466.8   350000
               172.76     0.011  -8.91E-04   -268.5     140.6 
 16  113.60    176.81     0.012  -9.38E-04   -128.6     -18.3            254492
 17  112.80     75.06     0.012  -7.84E-04    -27.9     -79.8            254492
 18  112.00     43.28     0.013  -5.34E-04     19.4     -79.2            254492
 19  111.20     12.85     0.013  -3.28E-04     41.9     -51.6            254492
 20  110.60    -14.55     0.013  -2.39E-04     41.4     -24.3            254492
 21  110.00    -89.05     0.014  -2.10E-04     10.3      -0.0                 0
 22  109.80      0.42     0.013          0      1.4       0.0                 0
 23  107.70     -1.00     0.011          0      0.8       0.0                 0
 24  105.60     -0.14     0.009          0     -0.4       0.0                 0

Run ID. Frognal West Wall_SLS 600 jrpwall                   | Sheet No.
99A Frognal                                                 | Date:10-03-2014
Section A-A West 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  103.80     -0.19     0.005          0     -0.7       0.0                 0
 26  102.00      0.94     0.000          0      0.0       0.0               ---
 At elev. 120.00 Strut force =     99.4 kN/strut =     99.4 kN/m run
 At elev. 114.40 Strut force =    466.8 kN/strut =    466.8 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  123.00    0.00    0.00    0.00      0.00     0.00       0.00      9956
  2  122.25    0.00   13.76    3.76     63.75     9.02       9.02      9956
  3  121.50    0.00   28.62    7.82    132.58    12.63      12.63      9956
  4  121.00    0.00   38.09   10.40    176.42    15.82      15.82      9956
  5  120.30    0.00   50.72   13.85    234.92    18.00      18.00      9956
               0.00   50.72   13.85    234.92     4.46       4.46A    31858
  6  120.00    0.00   56.42   15.41    261.34    15.02      15.02A    31858
  7  119.20    0.00   71.33   19.48    330.40    21.90      21.90     31858
  8  118.40    0.00   85.98   23.49    398.27    26.06      26.06     31858
  9  117.85    0.00   95.98   26.22    444.58    33.85      33.85     31858
 10  117.30    0.00  105.95   28.94    490.75    34.93      34.93     31858
 11  116.80    0.00  115.00   31.41    532.66    34.83      34.83     31858
 12  116.00    0.00  129.47   35.36    599.70    39.86      39.86     31858
 13  115.50    0.00  138.52   37.84    641.62    46.98      46.98     31858
 14  115.00    0.00  147.58   40.31    683.57    49.71      49.71     31858
               0.00  147.58   48.07    534.10   166.66     166.66     44800
 15  114.40    4.93  153.53   50.01    555.64   167.83     172.76     44800
 16  113.60   11.50  161.48   52.60    584.42   165.31     176.81     44800
 17  112.80   18.07  169.45   55.19    613.29   161.49     179.56     44800
 18  112.00   24.64  177.45   57.80    642.24   160.42     185.06     44800
 19  111.20   31.21  185.47   60.41    671.26   161.71     192.92     44800
 20  110.60   36.14  191.50   62.37    693.08   158.51     194.65     44800
 21  110.00   41.07  197.54   64.34    714.94   132.54     173.60     44800
 22  109.80   43.03  199.24   64.89    721.07   177.50     220.52     44800
 23  107.70   63.63  217.10   70.71    785.72   197.25     260.88     44800
 24  105.60   84.23  235.05   76.56    850.69   214.62     298.85     44800
 25  103.80  101.89  250.49   81.59    906.57   227.98     329.87     44800
 26  102.00  119.55  265.97   86.63    962.58   241.74     361.28     44800

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  123.00    0.00    0.00    0.00      0.00     0.00       0.00       0.0
  2  122.25    0.00    0.00    0.00      0.00     0.00       0.00       0.0
  3  121.50    0.00    0.00    0.00      0.00     0.00       0.00       0.0
  4  121.00    0.00    0.00    0.00      0.00     0.00       0.00       0.0
  5  120.30    0.00    0.00    0.00      0.00     0.00       0.00       0.0
  6  120.00    0.00    0.00    0.00      0.00     0.00       0.00       0.0
  7  119.20    0.00    0.00    0.00      0.00     0.00       0.00       0.0
  8  118.40    0.00    0.00    0.00      0.00     0.00       0.00       0.0
  9  117.85    0.00    0.00    0.00      0.00     0.00       0.00       0.0
 10  117.30    0.00    0.00    0.00      0.00     0.00       0.00       0.0
 11  116.80    0.00    0.00    0.00      0.00     0.00       0.00       0.0

Run ID. Frognal West Wall_SLS 600 jrpwall                   | Sheet No.
99A Frognal                                                 | Date:10-03-2014
Section A-A West 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
 12  116.00    0.00    0.00    0.00      0.00     0.00       0.00       0.0
 13  115.50    0.00    0.00    0.00      0.00     0.00       0.00       0.0
 14  115.00    0.00    0.00    0.00      0.00     0.00       0.00       0.0
 15  114.40    0.00    0.00    0.00      0.00     0.00       0.00       0.0
 16  113.60    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     44903
 17  112.80    9.13   62.97   20.51    227.89    95.38     104.50     44903
 18  112.00   18.25  111.26   36.24    402.68   123.53     141.78     44903
 19  111.20   27.38  135.00   43.97    488.61   152.69     180.07     44903
 20  110.60   34.22  146.51   47.72    530.25   174.98     209.20     44903
 21  110.00   41.07  155.24   50.56    561.84   221.59     262.66     44903
 22  109.80   43.03  158.05   51.48    572.00   177.08     220.10     44903
 23  107.70   63.63  180.08   58.65    651.73   198.25     261.88     44903
 24  105.60   84.23  195.16   63.57    706.33   214.77     299.00     44903
 25  103.80  101.89  206.06   67.12    745.78   228.18     330.06     44903
 26  102.00  119.55  216.57   70.54    783.81   240.80     360.34     44903
 
Note:     12.34a  Soil pressure at active limit 
         123.45p  Soil pressure at passive limit 
          15.02A  Arching - soil pressure below active limit 
 
FOUNDATION PILING LTD                                       | Sheet No.
Program: WALLAP  Version 6.05  Revision A44.B58.R48         | Job No.  J13053
                             Licensed from GEOSOLVE         | Made by :    MC
Data filename/Run ID: Frognal West Wall_SLS 600 jrpwall     |
99A Frognal                                                 | Date:10-03-2014
Section A-A West 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 West Wall_SLS 600 jrpwall     |
99A Frognal                                                 | Date:10-03-2014
Section A-A West 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  123.00  123.00    Cant.  Conditions not suitable for FoS calc.
   2  123.00  121.00    Cant.   5.146   111.46   118.97    2.03
   3  123.00  121.00           No analysis at this stage
   4  123.00  116.80   121.50   3.916     n/a    114.86    1.94
   5  123.00  116.80           No analysis at this stage
   All remaining stages have more than one strut - FoS calculation n/a

FOUNDATION PILING LTD                                       | Sheet No.
Program: WALLAP  Version 6.05  Revision A44.B58.R48         | Job No.  J13053
                             Licensed from GEOSOLVE         | Made by :    MC
Data filename/Run ID: Frognal West Wall_SLS 600 jrpwall     |
99A Frognal                                                 | Date:10-03-2014
Section A-A West 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 102.00               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  123.00  0.004  0.000      0     -0      0     -0      0      0      0      0
  2  122.25  0.003  0.000      1      0      1      0      4     -0      6     -0
  3  121.50  0.003  0.000      8     -0     10     -0     14    -51     18    -68
  4  121.00  0.004  0.000     16    -16     22    -22     21    -44     28    -59
  5  120.30  0.005  0.000     36    -42     49    -57     34    -32     45    -43
  6  120.00  0.005  0.000     46    -52     63    -70     37    -83     50   -112
  7  119.20  0.006  0.000     23    -72     31    -98      6    -69      7    -93
  8  118.40  0.008  0.000     20    -85     27   -114     24    -52     33    -70
  9  117.85  0.008  0.000     17    -89     23   -121     41    -39     56    -52
 10  117.30  0.009  0.000     36   -106     49   -143     61   -104     82   -140
 11  116.80  0.010  0.000     12   -114     16   -154     33    -87     45   -117
 12  116.00  0.010  0.000      7   -111     10   -150     51    -60     68    -81
 13  115.50  0.011  0.000     11   -102     15   -138     72    -42     98    -57
 14  115.00  0.011  0.000     54   -107     73   -145     96    -31    130    -42
 15  114.40  0.011  0.000    141   -119    190   -160    198   -268    268   -362
 16  113.60  0.012  0.000      0    -98      0   -132     57   -129     78   -174
 17  112.80  0.012  0.000      0    -80      0   -108     32    -28     44    -38
 18  112.00  0.013  0.000      0    -79      0   -107     26      0     35      0
 19  111.20  0.013  0.000      0    -52      0    -70     42      0     57      0
 20  110.60  0.013  0.000      0    -24      0    -33     41      0     56      0
 21  110.00  0.014  0.000      0     -0      0     -0     10      0     14      0
 22  109.80  0.013  0.000      0      0      0      0      1      0      2      0
 23  107.70  0.011  0.000      0      0      0      0      1      0      1      0
 24  105.60  0.009  0.000      0      0      0      0      1     -0      1     -0
 25  103.80  0.005  0.000      0      0      0      0      1     -1      1     -1
 26  102.00  0.000  0.000      0      0      0      0      0     -0      0     -0

Run ID. Frognal West Wall_SLS 600 jrpwall                   | Sheet No.
99A Frognal                                                 | Date:10-03-2014
Section A-A West 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       0 122.25     -1 113.60      0     -1      0 120.30     -0 115.00      0     -1
  2      23 119.20     -8 112.80     31    -11     15 120.30     -9 115.00     20    -12
  3    No calculation at this stage
  4       7 121.50    -87 117.85     10   -117     35 116.00    -51 121.50     47    -68
  5    No calculation at this stage
  6      23 117.30   -113 114.40     31   -153     57 113.60    -97 117.30     78   -130
  7      36 117.30   -119 114.40     49   -160     61 117.30   -104 117.30     82   -140
  8      36 117.30   -119 114.40     49   -160     61 117.30   -104 117.30     82   -140
  9    No calculation at this stage
 10    No calculation at this stage
 11      43 120.00   -114 116.80     57   -154     75 114.40    -82 120.00    101   -110
 12      46 120.00   -113 116.80     63   -153     74 114.40    -83 120.00    100   -112
 13    No calculation at this stage
 14     141 114.40    -80 112.80    190   -108    198 114.40   -268 114.40    268   -362
 15     141 114.40    -80 112.80    190   -108    198 114.40   -268 114.40    268   -362
 
Maximum and minimum displacement at each stage
Stage -------- Displacement ---------   Stage description
 no.  maximum  elev.   minimum  elev.   -----------------
          m                m
  1    0.000  123.00    0.000  123.00   Apply surcharge no.1 at elev. 123.00
  2    0.004  123.00    0.000  123.00   Excav. to elev. 121.00 on PASSIVE side
  3    No calculation at this stage     Install strut no.1 at elev. 121.50
  4    0.007  116.00    0.000  123.00   Excav. to elev. 116.80 on PASSIVE side
  5    No calculation at this stage     Install strut no.2 at elev. 117.30
  6    0.010  113.60    0.000  123.00   Excav. to elev. 113.60 on PASSIVE side
  7    0.011  113.60    0.000  123.00   Apply water pressure profile no.2
  8    0.011  113.60    0.000  123.00   Change EI of wall to 350000kN.m2/m run
  9    No calculation at this stage     Install strut no.3 at elev. 114.40
 10    No calculation at this stage     Install strut no.4 at elev. 120.00
 11    0.011  113.60    0.000  123.00   Remove strut no.2 at elev. 117.30
 12    0.011  113.60    0.000  123.00   Remove strut no.1 at elev. 121.50
 13    No calculation at this stage     Apply surcharge no.2 at elev. 113.60
 14    0.014  110.00    0.000  123.00   Change soil type 3 to soil type 7
 15    0.014  110.00    0.000  123.00   Change soil type 4 to soil type 8

Run ID. Frognal West Wall_SLS 600 jrpwall                   | Sheet No.
99A Frognal                                                 | Date:10-03-2014
Section A-A West wall                                       | Checked :
-----------------------------------------------------------------------------
Summary of results   (continued)
    Calculated Bending Moments and Strut Forces have been multiplied by a factor
    of 1.35 to obtain values for structural design.
 
Strut forces at each stage  (horizontal components)
 
Stage   ----- Strut no. 1 -----   ----- Strut no. 2 -----   ----- Strut no. 3 -----
 no.         at elev. 121.50           at elev. 117.30           at elev. 114.40   
        --Calculated-- Factored   --Calculated-- Factored   --Calculated-- Factored
        kN per  kN per   kN per   kN per  kN per   kN per   kN per  kN per   kN per
         m run   strut    strut    m run   strut    strut    m run   strut    strut
  4         63     190      257      ---     ---      ---      ---     ---      ---
  6         44     131      177      152     456      616      ---     ---      ---
  7         41     122      164      165     495      668      ---     ---      ---
  8         41     122      164      165     495      668      ---     ---      ---
 11          3       8       11      ---     ---      ---      105     105      141
 12        ---     ---      ---      ---     ---      ---      104     104      140
 14        ---     ---      ---      ---     ---      ---      467     467      630
 15        ---     ---      ---      ---     ---      ---      467     467      630
 
Stage   ----- Strut no. 4 -----
 no.         at elev. 120.00   
        --Calculated-- Factored
        kN per  kN per   kN per
         m run   strut    strut
 11        116     116      157
 12        120     120      162
 14         99      99      134
 15         99      99      134
 
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 West Wall_SLS 600 jrpwall     |
99A Frognal                                                 | Date:10-03-2014
Section A-A West wall                                       | Checked :
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                                                       Units: kN,m