Report for MSheet 7.1 Design of Sheet Pilings Developed by GeoDelft Date of report: Time of report: 2/12/2018 3:12:43 PM Date of calculation: Time of calculation: 2/12/2018 3:11:56 PM Filename: D:\NAM 2018\TAN THUAN TAY\TTT T1 T0.6 18L 20 KPA R1 BU MSheet 7.1 Summary 1.1 Maxima per Stage Stage no Stage name Max Displacement [mm] 0.0 -19.9 -24.1 -32.8 -32.4 -32.4 -32.8 Moment [kNm] 0.0 100.8 -185.3 -380.8 -333.1 -328.1 -380.8 Shear force 0.0 32.9 -99.3 -162.6 -128.5 -145.7 Mob perc moment [%] 0.0 0.0 35.3 0.0 0.0 0.0 Mob perc resistance [%] 11.1 18.9 40.9 78.4 44.9 44.8 - -162.6 35.3 78.4 - [kN] Vertical balance 1.2 Supports Stage name Support ST-1.25 Force Moment [kN] [kNm/m'] 110.24 105.02 139.75 - Stage name Support ST-2.05 Force Moment [kN] [kNm/m'] 170.23 - 6 2/12/2018 Support ST-4.45 Force Moment [kN] [kNm/m'] 169.74 - D:\ \TTT T1 T0.6 18L 20 KPA R1 BU Support ST-5.40 Force Moment [kN] [kNm/m'] 100.34 72.55 - Page MSheet 7.1 Input Data for all Stages 2.1 General Input Data Model Check vertical balance Number of construction stages Unit weight of water Number of curves on spring characteristic Unloading curve on spring characteristic Sheet piling No 10.00 kN/m³ Yes 2.2 Sheet Piling Properties Length 18.00 m Level top side 0.00 m Number of sections Section name T600D18 From To [m] -18.00 [m] 0.00 Stiffness EI [kNm²] 3.4151E+05 Acting width [m] 1.00 2.3 Calculation Options First stage represents initial situation Calculation refinement Lambda recalculation Reduce delta(s) according to CUR 2/12/2018 Yes Fine Automatic No D:\ \TTT T1 T0.6 18L 20 KPA R1 BU Page MSheet 7.1 Construction Stage 1: 3.1 Outline 3.2 General Input Data 3.3 Soil Displacements Level [m] -6.00 -29.70 -52.00 Displacement [m] 0.46 0.00 0.00 3.4 Input Data Left 3.4.1 Calculation Method Calculation method: C, phi, delta 3.4.2 Water Level Water level: -1.20 [m] 3.4.3 Surface X [m] 0.00 2/12/2018 Y [m] 0.00 D:\ \TTT T1 T0.6 18L 20 KPA R1 BU Page MSheet 7.1 3.4.4 Soil Layer Properties in Profile: HK2 Layer name Level [m] 0.00 -3.00 -6.00 -9.00 -12.00 -15.00 L1.0 L1.3 L1.6 L1.9 L1.12 L1.15 Layer name Level [m] 0.00 -3.00 -6.00 -9.00 -12.00 -15.00 L1.0 L1.3 L1.6 L1.9 L1.12 L1.15 Unit weight Unsat Sat [kN/m³] [kN/m³] 15.12 15.27 15.12 15.27 15.12 15.27 15.12 15.27 15.12 15.27 15.12 15.27 Cohesion [kN/m²] 0.00 0.00 0.00 0.00 0.00 0.00 Friction angle phi [deg] 27.74 27.74 27.74 27.74 27.74 27.74 Earth pressure coefficients Active Neutral Passive [-] [-] [-] 0.00 0.01 0.01 0.00 0.01 0.01 0.00 0.01 0.01 0.00 0.01 0.01 0.00 0.01 0.01 0.00 0.01 0.01 Delta friction angle [deg] 18.58 18.58 18.58 18.58 18.58 18.58 Additional pore pressure Top Bottom [kN/m²] [kN/m²] 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 3.4.5 Modulus of Subgrade Reaction (Tangent MSheet Classic) Layer name Relieve Top [kN/m³] 980.00 2940.00 4900.00 6860.00 8820.00 10780.00 L1.0 L1.3 L1.6 L1.9 L1.12 L1.15 Bottom [kN/m³] 980.00 2940.00 4900.00 6860.00 8820.00 10780.00 Branch Top Bottom [kN/m³] [kN/m³] 980.00 980.00 2940.00 2940.00 4900.00 4900.00 6860.00 6860.00 8820.00 8820.00 10780.00 10780.00 3.5 Calculated Earth Pressure Coefficients Left Segment number 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 2/12/2018 Level [m] -0.12 -0.24 -0.36 -0.48 -0.60 -0.60 -0.72 -0.84 -0.96 -1.08 -1.20 -1.20 -1.21 -1.22 -1.23 -1.24 -1.25 -1.25 -1.39 -1.53 -1.67 -1.81 -1.95 -1.95 -1.97 -1.99 -2.01 Horizontal pressure Active Passive [kN/m²] [kN/m²] 0.6 8.7 1.1 17.4 1.7 26.1 2.2 34.8 2.7 41.3 2.9 45.7 3.3 52.2 3.9 60.9 4.5 69.6 5.0 78.3 5.4 84.9 5.6 87.1 5.6 87.3 5.6 87.6 5.6 87.8 5.6 88.1 5.7 88.3 5.7 89.2 5.9 91.9 6.1 95.4 6.3 98.9 6.6 102.5 6.7 105.1 6.8 106.1 6.8 106.5 6.9 107.0 6.9 107.5 Fictive earth pressure coefficients Ka Ko Kp [-] [-] [-] 0.31 0.53 4.80 0.31 0.53 4.80 0.31 0.53 4.80 0.31 0.53 4.80 0.31 0.53 4.80 0.31 0.53 4.80 0.31 0.53 4.80 0.31 0.53 4.80 0.31 0.53 4.80 0.31 0.53 4.80 0.31 0.53 4.80 0.31 0.53 4.80 0.31 0.53 4.80 0.31 0.53 4.80 0.31 0.53 4.80 0.31 0.53 4.80 0.31 0.53 4.80 0.31 0.53 4.80 0.31 0.53 4.80 0.31 0.53 4.80 0.31 0.53 4.80 0.31 0.53 4.80 0.31 0.53 4.80 0.31 0.53 4.80 0.31 0.53 4.80 0.31 0.53 4.80 0.31 0.53 4.80 D:\ \TTT T1 T0.6 18L 20 KPA R1 BU Page MSheet 7.1 Segment number 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 53 54 55 56 57 58 59 60 61 62 63 64 65 66 67 68 69 70 71 72 73 74 75 76 77 78 79 80 81 82 83 84 85 86 87 88 89 90 91 2/12/2018 Level [m] -2.03 -2.05 -2.05 -2.13 -2.21 -2.29 -2.37 -2.45 -2.45 -2.56 -2.67 -2.78 -2.89 -3.00 -3.00 -3.15 -3.29 -3.44 -3.58 -3.73 -3.73 -3.87 -4.01 -4.16 -4.30 -4.45 -4.45 -4.59 -4.73 -4.87 -5.01 -5.15 -5.15 -5.20 -5.25 -5.30 -5.35 -5.40 -5.40 -5.45 -5.50 -5.55 -5.60 -5.65 -5.65 -5.72 -5.79 -5.86 -5.93 -6.00 -6.00 -6.17 -6.35 -6.53 -6.70 -6.88 -6.88 -7.05 -7.22 -7.40 -7.58 -7.75 -7.75 -7.88 Horizontal pressure Active Passive [kN/m²] [kN/m²] 6.9 108.0 6.9 108.4 7.0 109.0 7.1 110.6 7.2 112.6 7.3 114.6 7.5 116.6 7.6 118.2 7.7 119.4 7.8 121.4 8.0 124.2 8.1 127.0 8.3 129.8 8.5 131.9 8.6 133.5 8.7 136.2 9.0 139.9 9.2 143.6 9.4 147.2 9.6 150.0 9.7 151.8 9.9 154.6 10.1 158.2 10.4 161.9 10.6 165.6 10.8 168.3 10.9 170.1 11.1 172.8 11.3 176.3 11.5 179.8 11.8 183.4 11.9 186.0 12.0 187.2 12.1 188.2 12.1 189.5 12.2 190.7 12.3 192.0 12.4 192.9 12.4 193.6 12.5 194.5 12.5 195.8 12.6 197.0 12.7 198.3 12.8 199.3 12.8 200.0 12.9 201.3 13.0 203.1 13.1 204.9 13.2 206.6 13.3 208.0 13.4 209.5 13.6 212.8 13.9 217.3 14.2 221.7 14.5 226.1 14.7 229.4 14.8 231.6 15.1 235.0 15.3 239.4 15.6 243.8 15.9 248.2 16.1 251.6 16.2 253.5 16.4 255.8 Fictive earth pressure coefficients Ka Ko Kp [-] [-] [-] 0.31 0.53 4.80 0.31 0.53 4.80 0.31 0.53 4.80 0.31 0.53 4.80 0.31 0.53 4.80 0.31 0.53 4.80 0.31 0.53 4.80 0.31 0.53 4.80 0.31 0.53 4.80 0.31 0.53 4.80 0.31 0.53 4.80 0.31 0.53 4.80 0.31 0.53 4.80 0.31 0.53 4.80 0.31 0.53 4.80 0.31 0.53 4.80 0.31 0.53 4.80 0.31 0.53 4.80 0.31 0.53 4.80 0.31 0.53 4.80 0.31 0.53 4.80 0.31 0.53 4.80 0.31 0.53 4.80 0.31 0.53 4.80 0.31 0.53 4.80 0.31 0.53 4.80 0.31 0.53 4.80 0.31 0.53 4.80 0.31 0.53 4.80 0.31 0.53 4.80 0.31 0.53 4.80 0.31 0.53 4.80 0.31 0.53 4.80 0.31 0.53 4.80 0.31 0.53 4.80 0.31 0.53 4.80 0.31 0.53 4.80 0.31 0.53 4.80 0.31 0.53 4.80 0.31 0.53 4.80 0.31 0.53 4.80 0.31 0.53 4.80 0.31 0.53 4.80 0.31 0.53 4.80 0.31 0.53 4.80 0.31 0.53 4.80 0.31 0.53 4.80 0.31 0.53 4.80 0.31 0.53 4.80 0.31 0.53 4.80 0.31 0.53 4.80 0.31 0.53 4.80 0.31 0.53 4.80 0.31 0.53 4.80 0.31 0.53 4.80 0.31 0.53 4.80 0.31 0.53 4.80 0.31 0.53 4.80 0.31 0.53 4.80 0.31 0.53 4.80 0.31 0.53 4.80 0.31 0.53 4.80 0.31 0.53 4.80 0.31 0.53 4.80 D:\ \TTT T1 T0.6 18L 20 KPA R1 BU Page MSheet 7.1 Segment number 92 93 94 95 96 97 98 99 100 101 102 103 104 105 106 107 108 109 110 111 112 113 114 115 116 117 118 119 120 121 122 123 124 125 126 127 128 129 130 131 132 133 134 135 136 137 138 139 140 141 142 143 144 145 146 147 148 149 150 151 152 153 154 155 2/12/2018 Level [m] -8.00 -8.13 -8.25 -8.38 -8.38 -8.50 -8.63 -8.75 -8.88 -9.00 -9.00 -9.15 -9.30 -9.45 -9.60 -9.75 -9.75 -9.90 -10.05 -10.20 -10.35 -10.50 -10.50 -10.65 -10.80 -10.95 -11.10 -11.25 -11.25 -11.40 -11.55 -11.70 -11.85 -12.00 -12.00 -12.15 -12.30 -12.45 -12.60 -12.75 -12.75 -12.90 -13.05 -13.20 -13.35 -13.50 -13.50 -13.65 -13.80 -13.95 -14.10 -14.25 -14.25 -14.40 -14.55 -14.70 -14.85 -15.00 -15.00 -15.15 -15.30 -15.45 -15.60 -15.75 Horizontal pressure Active Passive [kN/m²] [kN/m²] 16.6 259.0 16.8 262.1 17.0 265.3 17.2 267.7 17.3 269.3 17.4 271.6 17.6 274.8 17.8 277.9 18.0 281.1 18.2 283.5 18.3 285.2 18.5 288.1 18.7 291.9 19.0 295.6 19.2 299.4 19.4 302.3 19.5 304.2 19.7 307.0 19.9 310.8 20.2 314.6 20.4 318.4 20.6 321.2 20.7 323.1 20.9 326.0 21.1 329.8 21.4 333.6 21.6 337.4 21.8 340.2 21.9 342.1 22.1 345.0 22.4 348.7 22.6 352.5 22.8 356.3 23.0 359.2 23.1 361.1 23.3 363.9 23.6 367.7 23.8 371.5 24.1 375.3 24.2 378.1 24.4 380.0 24.5 382.9 24.8 386.7 25.0 390.5 25.3 394.3 25.5 397.1 25.6 399.0 25.8 401.8 26.0 405.6 26.2 409.4 26.5 413.2 26.7 416.1 26.8 418.0 27.0 420.8 27.2 424.6 27.5 428.4 27.7 432.2 27.9 435.0 28.0 436.9 28.2 439.8 28.4 443.6 28.7 447.4 28.9 451.1 29.1 454.0 Fictive earth pressure coefficients Ka Ko Kp [-] [-] [-] 0.31 0.53 4.80 0.31 0.53 4.80 0.31 0.53 4.80 0.31 0.53 4.80 0.31 0.53 4.80 0.31 0.53 4.80 0.31 0.53 4.80 0.31 0.53 4.80 0.31 0.53 4.80 0.31 0.53 4.80 0.31 0.53 4.80 0.31 0.53 4.80 0.31 0.53 4.80 0.31 0.53 4.80 0.31 0.53 4.80 0.31 0.53 4.80 0.31 0.53 4.80 0.31 0.53 4.80 0.31 0.53 4.80 0.31 0.53 4.80 0.31 0.53 4.80 0.31 0.53 4.80 0.31 0.53 4.80 0.31 0.53 4.80 0.31 0.53 4.80 0.31 0.53 4.80 0.31 0.53 4.80 0.31 0.53 4.80 0.31 0.53 4.80 0.31 0.53 4.80 0.31 0.53 4.80 0.31 0.53 4.80 0.31 0.53 4.80 0.31 0.53 4.80 0.31 0.53 4.80 0.31 0.53 4.80 0.31 0.53 4.80 0.31 0.53 4.80 0.31 0.53 4.80 0.31 0.53 4.80 0.31 0.53 4.80 0.31 0.53 4.80 0.31 0.53 4.80 0.31 0.53 4.80 0.31 0.53 4.80 0.31 0.53 4.80 0.31 0.53 4.80 0.31 0.53 4.80 0.31 0.53 4.80 0.31 0.53 4.80 0.31 0.53 4.80 0.31 0.53 4.80 0.31 0.53 4.80 0.31 0.53 4.80 0.31 0.53 4.80 0.31 0.53 4.80 0.31 0.53 4.80 0.31 0.53 4.80 0.31 0.53 4.80 0.31 0.53 4.80 0.31 0.53 4.80 0.31 0.53 4.80 0.31 0.53 4.80 0.31 0.53 4.80 D:\ \TTT T1 T0.6 18L 20 KPA R1 BU Page MSheet 7.1 Segment number Level 156 157 158 159 160 161 162 163 164 165 166 167 168 169 170 171 172 173 [m] -15.75 -15.90 -16.05 -16.20 -16.35 -16.50 -16.50 -16.65 -16.80 -16.95 -17.10 -17.25 -17.25 -17.40 -17.55 -17.70 -17.85 -18.00 Horizontal pressure Active Passive [kN/m²] [kN/m²] 29.2 455.9 29.4 458.7 29.6 462.5 29.9 466.3 30.1 470.1 30.3 473.0 30.4 474.9 30.6 477.7 30.9 481.5 31.1 485.3 31.4 489.1 31.5 491.9 31.7 493.8 31.8 496.7 32.1 500.5 32.3 504.2 32.6 508.0 32.7 510.9 Fictive earth pressure coefficients Ka Ko Kp [-] [-] [-] 0.31 0.53 4.80 0.31 0.53 4.80 0.31 0.53 4.80 0.31 0.53 4.80 0.31 0.53 4.80 0.31 0.53 4.80 0.31 0.53 4.80 0.31 0.53 4.80 0.31 0.53 4.80 0.31 0.53 4.80 0.31 0.53 4.80 0.31 0.53 4.80 0.31 0.53 4.80 0.31 0.53 4.80 0.31 0.53 4.80 0.31 0.53 4.80 0.31 0.53 4.80 0.31 0.53 4.80 3.6 Input Data Right 3.6.1 Calculation Method Calculation method: C, phi, delta 3.6.2 Water Level Water level: -1.20 [m] 3.6.3 Surface X [m] 0.00 Y [m] 0.00 3.6.4 Soil Layer Properties in Profile: HK2 Layer name Level [m] 0.00 -3.00 -6.00 -9.00 -12.00 -15.00 L1.0 L1.3 L1.6 L1.9 L1.12 L1.15 Layer name Level [m] 0.00 -3.00 -6.00 -9.00 -12.00 -15.00 L1.0 L1.3 L1.6 L1.9 L1.12 L1.15 Unit weight Unsat Sat [kN/m³] [kN/m³] 15.12 15.27 15.12 15.27 15.12 15.27 15.12 15.27 15.12 15.27 15.12 15.27 Cohesion [kN/m²] 0.00 0.00 0.00 0.00 0.00 0.00 Friction angle phi [deg] 27.74 27.74 27.74 27.74 27.74 27.74 Earth pressure coefficients Active Neutral Passive [-] [-] [-] 0.00 0.01 0.01 0.00 0.01 0.01 0.00 0.01 0.01 0.00 0.01 0.01 0.00 0.01 0.01 0.00 0.01 0.01 Delta friction angle [deg] 18.58 18.58 18.58 18.58 18.58 18.58 Additional pore pressure Top Bottom [kN/m²] [kN/m²] 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 3.6.5 Modulus of Subgrade Reaction (Tangent MSheet Classic) Layer name L1.0 L1.3 2/12/2018 Relieve Top [kN/m³] 980.00 2940.00 Bottom [kN/m³] 980.00 2940.00 Branch Top Bottom [kN/m³] [kN/m³] 980.00 980.00 2940.00 2940.00 D:\ \TTT T1 T0.6 18L 20 KPA R1 BU Page MSheet 7.1 Layer name Relieve Top [kN/m³] 4900.00 6860.00 8820.00 10780.00 L1.6 L1.9 L1.12 L1.15 Bottom [kN/m³] 4900.00 6860.00 8820.00 10780.00 Branch Top Bottom [kN/m³] [kN/m³] 4900.00 4900.00 6860.00 6860.00 8820.00 8820.00 10780.00 10780.00 3.7 Calculated Earth Pressure Coefficients Right Segment number 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 53 54 2/12/2018 Level [m] -0.12 -0.24 -0.36 -0.48 -0.60 -0.60 -0.72 -0.84 -0.96 -1.08 -1.20 -1.20 -1.21 -1.22 -1.23 -1.24 -1.25 -1.25 -1.39 -1.53 -1.67 -1.81 -1.95 -1.95 -1.97 -1.99 -2.01 -2.03 -2.05 -2.05 -2.13 -2.21 -2.29 -2.37 -2.45 -2.45 -2.56 -2.67 -2.78 -2.89 -3.00 -3.00 -3.15 -3.29 -3.44 -3.58 -3.73 -3.73 -3.87 -4.01 -4.16 -4.30 -4.45 -4.45 Horizontal pressure Active Passive [kN/m²] [kN/m²] 0.6 8.7 1.1 17.4 1.7 26.1 2.2 34.8 2.7 41.3 2.9 45.7 3.3 52.2 3.9 60.9 4.5 69.6 5.0 78.3 5.4 84.9 5.6 87.1 5.6 87.3 5.6 87.6 5.6 87.8 5.6 88.1 5.7 88.3 5.7 89.2 5.9 91.9 6.1 95.4 6.3 98.9 6.6 102.5 6.7 105.1 6.8 106.1 6.8 106.5 6.9 107.0 6.9 107.5 6.9 108.0 6.9 108.4 7.0 109.0 7.1 110.6 7.2 112.6 7.3 114.6 7.5 116.6 7.6 118.2 7.7 119.4 7.8 121.4 8.0 124.2 8.1 127.0 8.3 129.8 8.5 131.9 8.6 133.5 8.7 136.2 9.0 139.9 9.2 143.6 9.4 147.2 9.6 150.0 9.7 151.8 9.9 154.6 10.1 158.2 10.4 161.9 10.6 165.6 10.8 168.3 10.9 170.1 Fictive earth pressure coefficients Ka Ko Kp [-] [-] [-] 0.31 0.53 4.80 0.31 0.53 4.80 0.31 0.53 4.80 0.31 0.53 4.80 0.31 0.53 4.80 0.31 0.53 4.80 0.31 0.53 4.80 0.31 0.53 4.80 0.31 0.53 4.80 0.31 0.53 4.80 0.31 0.53 4.80 0.31 0.53 4.80 0.31 0.53 4.80 0.31 0.53 4.80 0.31 0.53 4.80 0.31 0.53 4.80 0.31 0.53 4.80 0.31 0.53 4.80 0.31 0.53 4.80 0.31 0.53 4.80 0.31 0.53 4.80 0.31 0.53 4.80 0.31 0.53 4.80 0.31 0.53 4.80 0.31 0.53 4.80 0.31 0.53 4.80 0.31 0.53 4.80 0.31 0.53 4.80 0.31 0.53 4.80 0.31 0.53 4.80 0.31 0.53 4.80 0.31 0.53 4.80 0.31 0.53 4.80 0.31 0.53 4.80 0.31 0.53 4.80 0.31 0.53 4.80 0.31 0.53 4.80 0.31 0.53 4.80 0.31 0.53 4.80 0.31 0.53 4.80 0.31 0.53 4.80 0.31 0.53 4.80 0.31 0.53 4.80 0.31 0.53 4.80 0.31 0.53 4.80 0.31 0.53 4.80 0.31 0.53 4.80 0.31 0.53 4.80 0.31 0.53 4.80 0.31 0.53 4.80 0.31 0.53 4.80 0.31 0.53 4.80 0.31 0.53 4.80 0.31 0.53 4.80 D:\ \TTT T1 T0.6 18L 20 KPA R1 BU Page MSheet 7.1 Segment number 55 56 57 58 59 60 61 62 63 64 65 66 67 68 69 70 71 72 73 74 75 76 77 78 79 80 81 82 83 84 85 86 87 88 89 90 91 92 93 94 95 96 97 98 99 100 101 102 103 104 105 106 107 108 109 110 111 112 113 114 115 116 117 118 2/12/2018 Level [m] -4.59 -4.73 -4.87 -5.01 -5.15 -5.15 -5.20 -5.25 -5.30 -5.35 -5.40 -5.40 -5.45 -5.50 -5.55 -5.60 -5.65 -5.65 -5.72 -5.79 -5.86 -5.93 -6.00 -6.00 -6.17 -6.35 -6.53 -6.70 -6.88 -6.88 -7.05 -7.22 -7.40 -7.58 -7.75 -7.75 -7.88 -8.00 -8.13 -8.25 -8.38 -8.38 -8.50 -8.63 -8.75 -8.88 -9.00 -9.00 -9.15 -9.30 -9.45 -9.60 -9.75 -9.75 -9.90 -10.05 -10.20 -10.35 -10.50 -10.50 -10.65 -10.80 -10.95 -11.10 Horizontal pressure Active Passive [kN/m²] [kN/m²] 11.1 172.8 11.3 176.3 11.5 179.8 11.8 183.4 11.9 186.0 12.0 187.2 12.1 188.2 12.1 189.5 12.2 190.7 12.3 192.0 12.4 192.9 12.4 193.6 12.5 194.5 12.5 195.8 12.6 197.0 12.7 198.3 12.8 199.3 12.8 200.0 12.9 201.3 13.0 203.1 13.1 204.9 13.2 206.6 13.3 208.0 13.4 209.5 13.6 212.8 13.9 217.3 14.2 221.7 14.5 226.1 14.7 229.4 14.8 231.6 15.1 235.0 15.3 239.4 15.6 243.8 15.9 248.2 16.1 251.6 16.2 253.5 16.4 255.8 16.6 259.0 16.8 262.1 17.0 265.3 17.2 267.7 17.3 269.3 17.4 271.6 17.6 274.8 17.8 277.9 18.0 281.1 18.2 283.5 18.3 285.2 18.5 288.1 18.7 291.9 19.0 295.6 19.2 299.4 19.4 302.3 19.5 304.2 19.7 307.0 19.9 310.8 20.2 314.6 20.4 318.4 20.6 321.2 20.7 323.1 20.9 326.0 21.1 329.8 21.4 333.6 21.6 337.4 Fictive earth pressure coefficients Ka Ko Kp [-] [-] [-] 0.31 0.53 4.80 0.31 0.53 4.80 0.31 0.53 4.80 0.31 0.53 4.80 0.31 0.53 4.80 0.31 0.53 4.80 0.31 0.53 4.80 0.31 0.53 4.80 0.31 0.53 4.80 0.31 0.53 4.80 0.31 0.53 4.80 0.31 0.53 4.80 0.31 0.53 4.80 0.31 0.53 4.80 0.31 0.53 4.80 0.31 0.53 4.80 0.31 0.53 4.80 0.31 0.53 4.80 0.31 0.53 4.80 0.31 0.53 4.80 0.31 0.53 4.80 0.31 0.53 4.80 0.31 0.53 4.80 0.31 0.53 4.80 0.31 0.53 4.80 0.31 0.53 4.80 0.31 0.53 4.80 0.31 0.53 4.80 0.31 0.53 4.80 0.31 0.53 4.80 0.31 0.53 4.80 0.31 0.53 4.80 0.31 0.53 4.80 0.31 0.53 4.80 0.31 0.53 4.80 0.31 0.53 4.80 0.31 0.53 4.80 0.31 0.53 4.80 0.31 0.53 4.80 0.31 0.53 4.80 0.31 0.53 4.80 0.31 0.53 4.80 0.31 0.53 4.80 0.31 0.53 4.80 0.31 0.53 4.80 0.31 0.53 4.80 0.31 0.53 4.80 0.31 0.53 4.80 0.31 0.53 4.80 0.31 0.53 4.80 0.31 0.53 4.80 0.31 0.53 4.80 0.31 0.53 4.80 0.31 0.53 4.80 0.31 0.53 4.80 0.31 0.53 4.80 0.31 0.53 4.80 0.31 0.53 4.80 0.31 0.53 4.80 0.31 0.53 4.80 0.31 0.53 4.80 0.31 0.53 4.80 0.31 0.53 4.80 0.31 0.53 4.80 D:\ \TTT T1 T0.6 18L 20 KPA R1 BU Page 10 MSheet 7.1 Segment number 43 44 45 46 47 48 49 50 51 52 53 54 55 56 57 58 59 60 61 62 63 64 65 66 67 68 69 70 71 72 73 74 75 76 77 78 79 80 81 82 83 84 85 86 87 88 89 90 91 92 93 94 95 96 97 98 99 100 101 102 103 104 105 106 2/12/2018 Level [m] -3.15 -3.29 -3.44 -3.58 -3.73 -3.73 -3.87 -4.01 -4.16 -4.30 -4.45 -4.45 -4.59 -4.73 -4.87 -5.01 -5.15 -5.15 -5.20 -5.25 -5.30 -5.35 -5.40 -5.40 -5.45 -5.50 -5.55 -5.60 -5.65 -5.65 -5.72 -5.79 -5.86 -5.93 -6.00 -6.00 -6.17 -6.35 -6.53 -6.70 -6.88 -6.88 -7.05 -7.22 -7.40 -7.58 -7.75 -7.75 -7.88 -8.00 -8.13 -8.25 -8.38 -8.38 -8.50 -8.63 -8.75 -8.88 -9.00 -9.00 -9.15 -9.30 -9.45 -9.60 Horizontal pressure Active Passive [kN/m²] [kN/m²] 14.9 232.2 15.1 235.9 15.4 239.5 15.6 243.2 15.8 245.9 15.9 247.8 16.1 250.5 16.3 254.2 16.5 257.9 16.8 261.5 16.9 264.3 17.1 266.1 17.2 268.7 17.5 272.3 17.7 275.8 17.9 279.3 18.1 282.0 18.2 283.2 18.2 284.1 18.3 285.4 18.4 286.7 18.5 287.9 18.5 288.9 18.6 289.5 18.6 290.5 18.7 291.7 18.8 293.0 18.9 294.3 18.9 295.2 19.0 296.0 19.1 297.3 19.2 299.1 19.3 300.8 19.4 302.6 19.5 303.9 19.6 305.5 19.8 308.8 20.1 313.2 20.4 317.6 20.6 322.1 20.9 325.4 21.0 327.6 21.2 330.9 21.5 335.3 21.8 282.1 22.1 266.7 22.3 269.6 22.4 271.3 22.6 273.4 22.8 276.2 23.0 279.0 23.2 281.8 23.3 283.9 23.4 285.3 23.6 287.4 23.8 290.3 24.0 293.1 24.2 296.0 24.3 298.1 24.4 299.7 24.6 302.3 24.9 305.7 25.1 309.2 25.3 312.7 Fictive earth pressure coefficients Ka Ko Kp [-] [-] [-] 0.31 0.59 4.80 0.31 0.59 4.80 0.31 0.58 4.80 0.31 0.58 4.80 0.31 0.57 4.80 0.31 0.57 4.80 0.31 0.57 4.80 0.31 0.56 4.80 0.31 0.56 4.80 0.31 0.56 4.80 0.31 0.55 4.80 0.31 0.55 4.80 0.31 0.55 4.80 0.31 0.55 4.80 0.31 0.55 4.80 0.31 0.54 4.80 0.31 0.54 4.80 0.31 0.54 4.80 0.31 0.54 4.80 0.31 0.54 4.80 0.31 0.54 4.80 0.31 0.54 4.80 0.31 0.54 4.80 0.31 0.54 4.80 0.31 0.53 4.80 0.31 0.53 4.80 0.31 0.53 4.80 0.31 0.53 4.80 0.31 0.53 4.80 0.31 0.53 4.81 0.31 0.53 4.81 0.31 0.53 4.81 0.31 0.53 4.81 0.31 0.53 4.81 0.31 0.53 4.81 0.31 0.53 4.81 0.31 0.52 4.81 0.31 0.52 4.81 0.31 0.52 4.81 0.31 0.52 4.81 0.31 0.52 4.81 0.31 0.52 4.81 0.31 0.51 4.81 0.31 0.51 4.81 0.31 0.51 3.99 0.31 0.51 3.73 0.31 0.51 3.73 0.31 0.51 3.74 0.31 0.51 3.74 0.31 0.51 3.75 0.31 0.50 3.75 0.31 0.50 3.76 0.31 0.50 3.76 0.31 0.50 3.76 0.31 0.50 3.77 0.31 0.50 3.77 0.31 0.50 3.78 0.31 0.50 3.78 0.31 0.50 3.79 0.31 0.50 3.79 0.31 0.50 3.79 0.31 0.50 3.80 0.31 0.50 3.81 0.31 0.50 3.81 D:\ \TTT T1 T0.6 18L 20 KPA R1 BU Page 52 MSheet 7.1 Segment number 107 108 109 110 111 112 113 114 115 116 117 118 119 120 121 122 123 124 125 126 127 128 129 130 131 132 133 134 135 136 137 138 139 140 141 142 143 144 145 146 147 148 149 150 151 152 153 154 155 156 157 158 159 160 161 162 163 164 165 166 167 168 169 170 2/12/2018 Level [m] -9.75 -9.75 -9.90 -10.05 -10.20 -10.35 -10.50 -10.50 -10.65 -10.80 -10.95 -11.10 -11.25 -11.25 -11.40 -11.55 -11.70 -11.85 -12.00 -12.00 -12.15 -12.30 -12.45 -12.60 -12.75 -12.75 -12.90 -13.05 -13.20 -13.35 -13.50 -13.50 -13.65 -13.80 -13.95 -14.10 -14.25 -14.25 -14.40 -14.55 -14.70 -14.85 -15.00 -15.00 -15.15 -15.30 -15.45 -15.60 -15.75 -15.75 -15.90 -16.05 -16.20 -16.35 -16.50 -16.50 -16.65 -16.80 -16.95 -17.10 -17.25 -17.25 -17.40 -17.55 Horizontal pressure Active Passive [kN/m²] [kN/m²] 25.5 315.3 25.7 317.0 25.8 319.6 26.1 323.1 26.3 326.6 26.6 330.2 26.7 332.8 26.9 334.6 27.0 337.2 27.3 340.7 27.5 344.3 27.8 347.8 28.0 350.5 28.1 352.3 28.3 355.0 28.5 358.5 28.8 362.1 29.0 365.7 29.2 368.4 29.3 370.2 29.5 372.9 29.7 376.5 30.0 380.1 30.2 383.7 30.4 386.4 30.5 388.2 30.7 390.9 30.9 394.6 31.2 398.2 31.4 401.8 31.6 404.6 31.7 406.4 31.9 409.1 32.2 412.7 32.4 416.4 32.6 420.0 32.8 422.8 32.9 424.6 33.1 427.4 33.4 431.0 33.6 434.7 33.9 438.4 34.0 441.1 34.2 442.9 34.3 445.7 34.6 449.4 34.8 453.1 35.1 456.7 35.3 459.5 35.4 461.4 35.6 464.1 35.8 467.8 36.0 471.5 36.3 475.2 36.5 478.0 36.6 479.8 36.8 482.6 37.0 486.3 37.3 490.0 37.5 493.7 37.7 496.5 37.8 498.3 38.0 501.1 38.2 504.8 Fictive earth pressure coefficients Ka Ko Kp [-] [-] [-] 0.31 0.50 3.82 0.31 0.50 3.82 0.31 0.49 3.83 0.31 0.49 3.83 0.31 0.49 3.84 0.31 0.49 3.84 0.31 0.49 3.85 0.31 0.49 3.85 0.31 0.49 3.86 0.31 0.49 3.86 0.31 0.49 3.87 0.31 0.49 3.88 0.31 0.49 3.88 0.31 0.49 3.89 0.31 0.49 3.89 0.31 0.49 3.90 0.31 0.49 3.90 0.31 0.49 3.91 0.31 0.49 3.91 0.31 0.49 3.92 0.31 0.49 3.92 0.31 0.49 3.93 0.31 0.49 3.93 0.31 0.49 3.94 0.31 0.49 3.94 0.31 0.49 3.95 0.31 0.49 3.95 0.31 0.49 3.96 0.31 0.49 3.96 0.31 0.49 3.97 0.31 0.49 3.97 0.31 0.49 3.98 0.31 0.49 3.98 0.31 0.49 3.99 0.31 0.49 3.99 0.31 0.49 4.00 0.31 0.49 4.00 0.31 0.49 4.01 0.31 0.49 4.01 0.31 0.49 4.02 0.31 0.49 4.02 0.31 0.49 4.03 0.31 0.49 4.03 0.31 0.49 4.03 0.31 0.49 4.04 0.31 0.49 4.04 0.31 0.49 4.05 0.31 0.49 4.05 0.31 0.49 4.06 0.31 0.49 4.06 0.31 0.49 4.07 0.31 0.49 4.07 0.31 0.49 4.08 0.31 0.49 4.08 0.31 0.49 4.08 0.31 0.49 4.09 0.31 0.49 4.09 0.31 0.49 4.10 0.31 0.49 4.10 0.31 0.49 4.11 0.31 0.49 4.11 0.31 0.49 4.11 0.31 0.49 4.12 0.31 0.49 4.12 D:\ \TTT T1 T0.6 18L 20 KPA R1 BU Page 53 MSheet 7.1 Segment number 171 172 173 Level Horizontal pressure Active Passive [kN/m²] [kN/m²] 38.5 508.6 38.7 512.3 38.9 515.1 [m] -17.70 -17.85 -18.00 Fictive earth pressure coefficients Ka Ko Kp [-] [-] [-] 0.31 0.49 4.13 0.31 0.49 4.13 0.31 0.49 4.13 7.7 Calculation Results Number of iterations: 7.7.1 Charts of Moments, Forces and Displacements 7.7.2 Moments, Forces and Displacements Segment number 1 2 3 4 5 6 7 8 9 10 10 11 2/12/2018 Level [m] 0.00 -0.60 -0.60 -1.20 -1.20 -1.25 -1.25 -1.95 -1.95 -2.05 -2.05 -2.45 -2.45 -3.00 -3.00 -3.73 -3.73 -4.45 -4.45 -5.15 -5.15 Moment [kNm] 0.0 1.2 1.2 5.6 5.6 6.1 6.1 -80.2 -80.2 -91.8 -91.8 -135.9 -135.9 -189.6 -189.6 -244.9 -244.9 -278.7 -278.7 -286.7 -286.7 Shear force [kN] 0.0 4.4 4.4 10.6 10.6 11.2 -128.5 -117.1 -117.1 -115.0 -115.0 -105.4 -105.4 -89.2 -89.2 -62.5 -62.5 -29.7 -29.7 7.8 7.8 Displacement [mm] -22.8 -24.2 -24.2 -25.7 -25.7 -25.8 -25.8 -27.5 -27.5 -27.7 -27.7 -28.6 -28.6 -29.8 -29.8 -31.0 -31.0 -31.9 -31.9 -32.3 -32.3 D:\ \TTT T1 T0.6 18L 20 KPA R1 BU Page 54 MSheet 7.1 Segment number 11 12 12 13 13 14 14 15 15 16 16 17 17 18 18 19 19 20 20 21 21 22 22 23 23 24 24 25 25 26 26 27 27 28 28 29 29 Max Max, minor nodes incl Level [m] -5.40 -5.40 -5.65 -5.65 -6.00 -6.00 -6.88 -6.88 -7.75 -7.75 -8.38 -8.38 -9.00 -9.00 -9.75 -9.75 -10.50 -10.50 -11.25 -11.25 -12.00 -12.00 -12.75 -12.75 -13.50 -13.50 -14.25 -14.25 -15.00 -15.00 -15.75 -15.75 -16.50 -16.50 -17.25 -17.25 -18.00 Moment [kNm] -282.9 -282.9 -300.6 -300.6 -319.1 -319.1 -331.6 -331.6 -293.2 -293.2 -235.2 -235.2 -163.4 -163.4 -77.5 -77.5 -9.2 -9.2 32.0 32.0 59.8 59.8 83.7 83.7 98.8 98.8 97.6 97.6 82.8 82.8 59.1 59.1 31.7 31.7 9.3 9.3 0.0 -331.6 -333.1 Shear force [kN] 22.2 -78.2 -63.5 -63.5 -42.3 -42.3 14.3 14.3 73.9 73.9 108.0 108.0 118.2 118.2 105.7 105.7 74.6 74.6 39.0 39.0 34.0 34.0 27.9 27.9 10.5 10.5 -12.5 -12.5 -25.1 -25.1 -36.0 -36.0 -35.1 -35.1 -23.0 -23.0 0.0 -128.5 -128.5 Displacement [mm] -32.4 -32.4 -32.4 -32.4 -32.3 -32.3 -31.6 -31.6 -30.1 -30.1 -28.7 -28.7 -27.0 -27.0 -24.7 -24.7 -22.3 -22.3 -19.8 -19.8 -17.4 -17.4 -15.1 -15.1 -13.0 -13.0 -11.0 -11.0 -9.1 -9.1 -7.4 -7.4 -5.8 -5.8 -4.3 -4.3 -2.7 -32.4 -32.4 7.7.3 Stresses Node number 1 2 3 4 5 6 7 8 9 10 10 2/12/2018 Level [m] 0.00 -0.60 -0.60 -1.20 -1.20 -1.25 -1.25 -1.95 -1.95 -2.05 -2.05 -2.45 -2.45 -3.00 -3.00 -3.73 -3.73 -4.45 -4.45 -5.15 Left Right Effective stress Water stress Stat* Mob* Effective stress Water stress Stat* Mob* [kN/m²] [kN/m²] [%] [kN/m²] [kN/m²] [%] 0.00 0.00 0.00 0.00 A 0.00 0.00 8.80 0.00 A 0.00 0.00 9.08 0.00 A 0.00 0.00 11.59 0.00 A 0.00 0.00 11.74 0.00 A 0.00 0.00 11.81 0.50 A 0.00 0.00 11.87 0.50 A 0.00 0.00 12.89 7.50 A 0.00 0.00 12.96 7.50 A 0.00 0.00 13.10 8.50 A 0.00 0.00 13.14 8.50 A 0.00 0.00 13.73 12.50 A 0.00 0.00 13.80 12.50 A 0.00 0.00 14.60 18.00 A 0.00 0.00 14.71 18.00 A 0.00 0.00 15.77 25.25 A 0.00 0.00 15.88 25.25 A 0.00 0.00 16.94 32.50 A 0.00 0.00 17.06 32.50 A 0.00 0.00 18.08 39.50 A D:\ \TTT T1 T0.6 18L 20 KPA R1 BU Page 55 MSheet 7.1 Node number 11 11 12 12 13 13 14 14 15 15 16 16 17 17 18 18 19 19 20 20 21 21 22 22 23 23 24 24 25 25 26 26 27 27 28 28 29 29 Level [m] -5.15 -5.40 -5.40 -5.65 -5.65 -6.00 -6.00 -6.88 -6.88 -7.75 -7.75 -8.38 -8.38 -9.00 -9.00 -9.75 -9.75 -10.50 -10.50 -11.25 -11.25 -12.00 -12.00 -12.75 -12.75 -13.50 -13.50 -14.25 -14.25 -15.00 -15.00 -15.75 -15.75 -16.50 -16.50 -17.25 -17.25 -18.00 * Stat Mob Left Right Effective stress Water stress Stat* Mob* Effective stress Water stress Stat* Mob* [kN/m²] [kN/m²] [%] [kN/m²] [kN/m²] [%] 0.00 0.00 P 18.15 39.50 A 2.44 0.00 14 18.52 42.00 A 2.64 0.00 14 18.56 42.00 A 3.79 0.00 19.07 44.50 3.94 0.00 19.12 44.50 3.91 3.50 20.55 48.00 3.36 3.50 21.37 48.00 4.24 12.25 A 26.25 56.75 4.38 12.25 A 26.39 56.75 5.66 21.00 A 30.75 65.50 5.78 21.00 A 30.87 65.50 40.33 27.25 39 33.57 71.75 44.61 27.25 42 33.67 71.75 81.68 33.50 68 35.99 78.00 81.72 33.50 67 40.77 78.00 14 120.95 41.00 87 43.57 85.50 14 122.85 41.00 87 43.69 85.50 14 138.85 48.50 88 45.85 93.00 14 140.75 48.50 88 45.97 93.00 14 92.69 56.00 52 47.59 100.50 14 93.82 56.00 52 47.71 100.50 14 105.36 63.50 54 48.87 108.00 13 101.11 63.50 51 54.62 108.00 15 114.56 71.00 53 55.37 115.50 14 116.07 71.00 54 55.49 115.50 14 130.72 78.50 56 55.93 123.00 14 132.32 78.50 56 56.05 123.00 14 124.88 86.00 49 56.28 130.50 13 125.09 86.00 49 56.40 130.50 13 110.75 93.50 41 56.51 138.00 13 128.85 93.50 47 61.63 138.00 14 112.36 101.00 39 61.47 145.50 13 112.58 101.00 38 61.59 145.50 13 97.13 108.50 31 61.43 153.00 13 97.35 108.50 31 61.55 153.00 13 82.48 116.00 25 61.42 160.50 12 82.69 116.00 25 61.54 160.50 12 68.00 123.50 20 61.41 168.00 12 Status (A=active, P=passive, Number is branche, is unloading) Percentage passive mobilized 7.7.4 Soil Collapse Horizontal soil pressure Left [kN] Effective Water Total Right [kN] 1070.8 762.6 1833.4 Considered as passive side Maximum passive effective resistance Mobilized passive effective resistance Percentage mobilized resistance 662.4 1411.2 2073.6 Left 2385.23 kN 1070.81 kN 44.9 % 7.7.5 Rigid and Spring Supports Node number 12 2/12/2018 Level [m] -1.25 -5.40 Force [kN] 139.75 100.34 Moment [kNm] 0.00 0.00 D:\ \TTT T1 T0.6 18L 20 KPA R1 BU Page 56 MSheet 7.1 Construction Stage 6: 8.1 Outline 8.2 General Input Data 8.2.1 Spring Supports Name Level [m] -5.40 -2.05 ST-5.40 ST-2.05 Rotation [kNm/rad/m'] 0.00000E+00 0.00000E+00 Translation [kN/m/m'] 5.67190E+05 2.26876E+05 8.3 Input Data Left 8.3.1 Calculation Method Calculation method: C, phi, delta 8.3.2 Water Level Water level: -5.65 [m] 8.3.3 Surface X [m] 0.00 2/12/2018 Y [m] -5.15 D:\ \TTT T1 T0.6 18L 20 KPA R1 BU Page 57 MSheet 7.1 8.3.4 Soil Layer Properties in Profile: HK2 Layer name Level [m] 0.00 -3.00 -6.00 -9.00 -12.00 -15.00 L1.0 L1.3 L1.6 L1.9 L1.12 L1.15 Layer name Level [m] 0.00 -3.00 -6.00 -9.00 -12.00 -15.00 L1.0 L1.3 L1.6 L1.9 L1.12 L1.15 Unit weight Unsat Sat [kN/m³] [kN/m³] 15.12 15.27 15.12 15.27 15.12 15.27 15.12 15.27 15.12 15.27 15.12 15.27 Cohesion [kN/m²] 0.00 0.00 0.00 0.00 0.00 0.00 Friction angle phi [deg] 27.74 27.74 27.74 27.74 27.74 27.74 Earth pressure coefficients Active Neutral Passive [-] [-] [-] 0.00 0.01 0.01 0.00 0.01 0.01 0.00 0.01 0.01 0.00 0.01 0.01 0.00 0.01 0.01 0.00 0.01 0.01 Delta friction angle [deg] 18.58 18.58 18.58 18.58 18.58 18.58 Additional pore pressure Top Bottom [kN/m²] [kN/m²] 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 8.3.5 Modulus of Subgrade Reaction (Tangent MSheet Classic) Layer name Relieve Top [kN/m³] 980.00 2940.00 4900.00 6860.00 8820.00 10780.00 L1.0 L1.3 L1.6 L1.9 L1.12 L1.15 Bottom [kN/m³] 980.00 2940.00 4900.00 6860.00 8820.00 10780.00 Branch Top Bottom [kN/m³] [kN/m³] 980.00 980.00 2940.00 2940.00 4900.00 4900.00 6860.00 6860.00 8820.00 8820.00 10780.00 10780.00 8.4 Calculated Earth Pressure Coefficients Left Segment number 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 2/12/2018 Level [m] -5.20 -5.25 -5.30 -5.35 -5.40 -5.40 -5.45 -5.50 -5.55 -5.60 -5.65 -5.65 -5.72 -5.79 -5.86 -5.93 -6.00 -6.00 -6.17 -6.35 -6.53 -6.70 -6.88 -6.88 -7.05 -7.22 -7.40 Horizontal pressure Active Passive [kN/m²] [kN/m²] 0.2 3.6 0.5 7.3 0.7 10.9 0.9 14.5 1.1 17.2 1.2 19.0 1.4 21.8 1.6 25.4 1.9 29.0 2.1 32.6 2.3 35.4 2.4 36.7 2.4 38.0 2.6 39.8 2.7 41.6 2.8 43.4 2.9 44.7 3.0 46.2 3.2 49.5 3.5 54.0 3.7 58.4 4.0 62.8 4.2 66.1 4.4 68.4 4.6 71.7 4.9 76.1 5.2 80.5 Fictive earth pressure coefficients Ka Ko Kp [-] [-] [-] 0.31 0.53 4.80 0.31 0.53 4.80 0.31 0.53 4.80 0.31 0.53 4.80 0.31 0.53 4.80 0.31 0.53 4.80 0.31 0.53 4.80 0.31 0.53 4.80 0.31 0.53 4.80 0.31 0.53 4.80 0.31 0.53 4.80 0.31 0.53 4.80 0.31 0.53 4.80 0.31 0.53 4.80 0.31 0.53 4.80 0.31 0.53 4.80 0.31 0.53 4.80 0.31 0.53 4.80 0.31 0.53 4.80 0.31 0.53 4.80 0.31 0.53 4.80 0.31 0.53 4.80 0.31 0.53 4.80 0.31 0.53 4.80 0.31 0.53 4.80 0.31 0.53 4.80 0.31 0.53 4.80 D:\ \TTT T1 T0.6 18L 20 KPA R1 BU Page 58 MSheet 7.1 Segment number 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 53 54 55 56 57 58 59 60 61 62 63 64 65 66 67 68 69 70 71 72 73 74 75 76 77 78 79 80 81 82 83 84 85 86 87 88 89 90 91 2/12/2018 Level [m] -7.58 -7.75 -7.75 -7.88 -8.00 -8.13 -8.25 -8.38 -8.38 -8.50 -8.63 -8.75 -8.88 -9.00 -9.00 -9.15 -9.30 -9.45 -9.60 -9.75 -9.75 -9.90 -10.05 -10.20 -10.35 -10.50 -10.50 -10.65 -10.80 -10.95 -11.10 -11.25 -11.25 -11.40 -11.55 -11.70 -11.85 -12.00 -12.00 -12.15 -12.30 -12.45 -12.60 -12.75 -12.75 -12.90 -13.05 -13.20 -13.35 -13.50 -13.50 -13.65 -13.80 -13.95 -14.10 -14.25 -14.25 -14.40 -14.55 -14.70 -14.85 -15.00 -15.00 -15.15 Horizontal pressure Active Passive [kN/m²] [kN/m²] 5.4 84.9 5.7 88.3 5.8 90.2 5.9 92.5 6.1 95.7 6.3 98.9 6.5 102.0 6.7 104.4 6.8 106.0 6.9 108.3 7.1 111.5 7.3 114.7 7.6 117.8 7.7 120.2 7.8 121.9 8.0 124.8 8.2 128.6 8.5 132.4 8.7 136.1 8.9 139.0 9.0 140.9 9.2 143.7 9.5 147.5 9.7 151.3 9.9 155.1 10.1 158.0 10.2 159.8 10.4 162.7 10.7 166.5 10.9 170.3 11.2 174.1 11.3 176.9 11.5 178.8 11.6 181.7 11.9 185.5 12.1 189.2 12.4 193.0 12.6 195.9 12.7 197.8 12.9 200.6 13.1 204.4 13.3 208.2 13.6 212.0 13.8 214.8 13.9 216.7 14.1 219.6 14.3 223.4 14.6 227.2 14.8 231.0 15.0 233.8 15.1 235.7 15.3 238.5 15.5 242.3 15.8 246.1 16.0 249.9 16.2 252.8 16.3 254.7 16.5 257.5 16.8 261.3 17.0 265.1 17.2 268.9 17.4 271.7 17.5 273.6 17.7 276.5 Fictive earth pressure coefficients Ka Ko Kp [-] [-] [-] 0.31 0.53 4.80 0.31 0.53 4.80 0.31 0.53 4.80 0.31 0.53 4.80 0.31 0.53 4.80 0.31 0.53 4.80 0.31 0.53 4.80 0.31 0.53 4.80 0.31 0.53 4.80 0.31 0.53 4.80 0.31 0.53 4.80 0.31 0.53 4.80 0.31 0.53 4.80 0.31 0.53 4.80 0.31 0.53 4.80 0.31 0.53 4.80 0.31 0.53 4.80 0.31 0.53 4.80 0.31 0.53 4.80 0.31 0.53 4.80 0.31 0.53 4.80 0.31 0.53 4.80 0.31 0.53 4.80 0.31 0.53 4.80 0.31 0.53 4.80 0.31 0.53 4.80 0.31 0.53 4.80 0.31 0.53 4.80 0.31 0.53 4.80 0.31 0.53 4.80 0.31 0.53 4.80 0.31 0.53 4.80 0.31 0.53 4.80 0.31 0.53 4.80 0.31 0.53 4.80 0.31 0.53 4.80 0.31 0.53 4.80 0.31 0.53 4.80 0.31 0.53 4.80 0.31 0.53 4.80 0.31 0.53 4.80 0.31 0.53 4.80 0.31 0.53 4.80 0.31 0.53 4.80 0.31 0.53 4.80 0.31 0.53 4.80 0.31 0.53 4.80 0.31 0.53 4.80 0.31 0.53 4.80 0.31 0.53 4.80 0.31 0.53 4.80 0.31 0.53 4.80 0.31 0.53 4.80 0.31 0.53 4.80 0.31 0.53 4.80 0.31 0.53 4.80 0.31 0.53 4.80 0.31 0.53 4.80 0.31 0.53 4.80 0.31 0.53 4.80 0.31 0.53 4.80 0.31 0.53 4.80 0.31 0.53 4.80 0.31 0.53 4.80 D:\ \TTT T1 T0.6 18L 20 KPA R1 BU Page 59 MSheet 7.1 Segment number Level 92 93 94 95 96 97 98 99 100 101 102 103 104 105 106 107 108 109 110 111 112 113 [m] -15.30 -15.45 -15.60 -15.75 -15.75 -15.90 -16.05 -16.20 -16.35 -16.50 -16.50 -16.65 -16.80 -16.95 -17.10 -17.25 -17.25 -17.40 -17.55 -17.70 -17.85 -18.00 Horizontal pressure Active Passive [kN/m²] [kN/m²] 18.0 280.3 18.2 284.1 18.5 287.9 18.6 290.7 18.8 292.6 18.9 295.4 19.2 299.2 19.4 303.0 19.7 306.8 19.9 309.7 20.0 311.6 20.2 314.4 20.4 318.2 20.6 322.0 20.9 325.8 21.1 328.6 21.2 330.5 21.4 333.4 21.6 337.2 21.9 340.9 22.1 344.7 22.3 347.6 Fictive earth pressure coefficients Ka Ko Kp [-] [-] [-] 0.31 0.53 4.80 0.31 0.53 4.80 0.31 0.53 4.80 0.31 0.53 4.80 0.31 0.53 4.80 0.31 0.53 4.80 0.31 0.53 4.80 0.31 0.53 4.80 0.31 0.53 4.80 0.31 0.53 4.80 0.31 0.53 4.80 0.31 0.53 4.80 0.31 0.53 4.80 0.31 0.53 4.80 0.31 0.53 4.80 0.31 0.53 4.80 0.31 0.53 4.80 0.31 0.53 4.80 0.31 0.53 4.80 0.31 0.53 4.80 0.31 0.53 4.80 0.31 0.53 4.80 8.5 Input Data Right 8.5.1 Calculation Method Calculation method: C, phi, delta 8.5.2 Water Level Water level: -1.20 [m] 8.5.3 Surface X [m] 0.00 Y [m] 0.00 8.5.4 Soil Layer Properties in Profile: HK2 Layer name [m] 0.00 -3.00 -6.00 -9.00 -12.00 -15.00 L1.0 L1.3 L1.6 L1.9 L1.12 L1.15 Layer name L1.0 L1.3 L1.6 L1.9 L1.12 L1.15 2/12/2018 Level Level [m] 0.00 -3.00 -6.00 -9.00 -12.00 -15.00 Unit weight Unsat Sat [kN/m³] [kN/m³] 15.12 15.27 15.12 15.27 15.12 15.27 15.12 15.27 15.12 15.27 15.12 15.27 Cohesion [kN/m²] 0.00 0.00 0.00 0.00 0.00 0.00 Friction angle phi [deg] 27.74 27.74 27.74 27.74 27.74 27.74 Earth pressure coefficients Active Neutral Passive [-] [-] [-] 0.00 0.01 0.01 0.00 0.01 0.01 0.00 0.01 0.01 0.00 0.01 0.01 0.00 0.01 0.01 0.00 0.01 0.01 D:\ \TTT T1 T0.6 18L 20 KPA R1 BU Delta friction angle [deg] 18.58 18.58 18.58 18.58 18.58 18.58 Additional pore pressure Top Bottom [kN/m²] [kN/m²] 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Page 60 MSheet 7.1 8.5.5 Modulus of Subgrade Reaction (Tangent MSheet Classic) Layer name Relieve Top [kN/m³] 980.00 2940.00 4900.00 6860.00 8820.00 10780.00 L1.0 L1.3 L1.6 L1.9 L1.12 L1.15 Bottom [kN/m³] 980.00 2940.00 4900.00 6860.00 8820.00 10780.00 Branch Top Bottom [kN/m³] [kN/m³] 980.00 980.00 2940.00 2940.00 4900.00 4900.00 6860.00 6860.00 8820.00 8820.00 10780.00 10780.00 8.5.6 Surcharge Loads Name Distance [m] 0.00 25.00 SL20 Load [kN/m²] 20.00 20.00 8.6 Calculated Earth Pressure Coefficients Right Segment number 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 2/12/2018 Level [m] -0.12 -0.24 -0.36 -0.48 -0.60 -0.60 -0.72 -0.84 -0.96 -1.08 -1.20 -1.20 -1.21 -1.22 -1.23 -1.24 -1.25 -1.25 -1.39 -1.53 -1.67 -1.81 -1.95 -1.95 -1.97 -1.99 -2.01 -2.03 -2.05 -2.05 -2.13 -2.21 -2.29 -2.37 -2.45 -2.45 -2.56 -2.67 -2.78 -2.89 -3.00 -3.00 Horizontal pressure Active Passive [kN/m²] [kN/m²] 6.7 104.7 7.3 113.4 7.8 122.1 8.4 130.8 8.8 137.3 9.1 141.7 9.5 148.2 10.1 156.9 10.6 165.6 11.2 174.3 11.6 180.8 11.7 183.1 11.7 183.3 11.8 183.5 11.8 183.8 11.8 184.0 11.8 184.2 11.9 185.2 12.0 187.8 12.3 191.4 12.5 194.9 12.7 198.4 12.9 201.1 13.0 202.1 13.0 202.5 13.0 203.0 13.0 203.5 13.1 204.0 13.1 204.4 13.1 205.0 13.2 206.5 13.4 208.5 13.5 210.6 13.6 212.6 13.7 214.1 13.8 215.3 13.9 217.4 14.1 220.2 14.3 223.0 14.5 225.7 14.6 227.8 14.7 229.4 Fictive earth pressure coefficients Ka Ko Kp [-] [-] [-] 0.31 1.02 4.80 0.31 0.89 4.80 0.31 0.85 4.80 0.31 0.82 4.80 0.31 0.79 4.80 0.31 0.79 4.80 0.31 0.76 4.80 0.31 0.74 4.80 0.31 0.72 4.80 0.31 0.71 4.80 0.31 0.69 4.80 0.31 0.69 4.80 0.31 0.69 4.80 0.31 0.69 4.80 0.31 0.69 4.80 0.31 0.69 4.80 0.31 0.69 4.80 0.31 0.69 4.80 0.31 0.68 4.80 0.31 0.67 4.80 0.31 0.66 4.80 0.31 0.65 4.80 0.31 0.64 4.80 0.31 0.64 4.80 0.31 0.64 4.80 0.31 0.64 4.80 0.31 0.64 4.80 0.31 0.64 4.80 0.31 0.64 4.80 0.31 0.64 4.80 0.31 0.63 4.80 0.31 0.63 4.80 0.31 0.63 4.80 0.31 0.62 4.80 0.31 0.62 4.80 0.31 0.62 4.80 0.31 0.61 4.80 0.31 0.61 4.80 0.31 0.60 4.80 0.31 0.60 4.80 0.31 0.60 4.80 0.31 0.60 4.80 D:\ \TTT T1 T0.6 18L 20 KPA R1 BU Page 61 MSheet 7.1 Segment number 43 44 45 46 47 48 49 50 51 52 53 54 55 56 57 58 59 60 61 62 63 64 65 66 67 68 69 70 71 72 73 74 75 76 77 78 79 80 81 82 83 84 85 86 87 88 89 90 91 92 93 94 95 96 97 98 99 100 101 102 103 104 105 106 2/12/2018 Level [m] -3.15 -3.29 -3.44 -3.58 -3.73 -3.73 -3.87 -4.01 -4.16 -4.30 -4.45 -4.45 -4.59 -4.73 -4.87 -5.01 -5.15 -5.15 -5.20 -5.25 -5.30 -5.35 -5.40 -5.40 -5.45 -5.50 -5.55 -5.60 -5.65 -5.65 -5.72 -5.79 -5.86 -5.93 -6.00 -6.00 -6.17 -6.35 -6.53 -6.70 -6.88 -6.88 -7.05 -7.22 -7.40 -7.58 -7.75 -7.75 -7.88 -8.00 -8.13 -8.25 -8.38 -8.38 -8.50 -8.63 -8.75 -8.88 -9.00 -9.00 -9.15 -9.30 -9.45 -9.60 Horizontal pressure Active Passive [kN/m²] [kN/m²] 14.9 232.2 15.1 235.9 15.4 239.5 15.6 243.2 15.8 245.9 15.9 247.8 16.1 250.5 16.3 254.2 16.5 257.9 16.8 261.5 16.9 264.3 17.1 266.1 17.2 268.7 17.5 272.3 17.7 275.8 17.9 279.3 18.1 282.0 18.2 283.2 18.2 284.1 18.3 285.4 18.4 286.7 18.5 287.9 18.5 288.9 18.6 289.5 18.6 290.5 18.7 291.7 18.8 293.0 18.9 294.3 18.9 295.2 19.0 296.0 19.1 297.3 19.2 299.1 19.3 300.8 19.4 302.6 19.5 303.9 19.6 305.5 19.8 308.8 20.1 313.2 20.4 317.6 20.6 322.1 20.9 325.4 21.0 327.6 21.2 330.9 21.5 335.3 21.8 282.1 22.1 266.7 22.3 269.6 22.4 271.3 22.6 273.4 22.8 276.2 23.0 279.0 23.2 281.8 23.3 283.9 23.4 285.3 23.6 287.4 23.8 290.3 24.0 293.1 24.2 296.0 24.3 298.1 24.4 299.7 24.6 302.3 24.9 305.7 25.1 309.2 25.3 312.7 Fictive earth pressure coefficients Ka Ko Kp [-] [-] [-] 0.31 0.59 4.80 0.31 0.59 4.80 0.31 0.58 4.80 0.31 0.58 4.80 0.31 0.57 4.80 0.31 0.57 4.80 0.31 0.57 4.80 0.31 0.56 4.80 0.31 0.56 4.80 0.31 0.56 4.80 0.31 0.55 4.80 0.31 0.55 4.80 0.31 0.55 4.80 0.31 0.55 4.80 0.31 0.55 4.80 0.31 0.54 4.80 0.31 0.54 4.80 0.31 0.54 4.80 0.31 0.54 4.80 0.31 0.54 4.80 0.31 0.54 4.80 0.31 0.54 4.80 0.31 0.54 4.80 0.31 0.54 4.80 0.31 0.53 4.80 0.31 0.53 4.80 0.31 0.53 4.80 0.31 0.53 4.80 0.31 0.53 4.80 0.31 0.53 4.81 0.31 0.53 4.81 0.31 0.53 4.81 0.31 0.53 4.81 0.31 0.53 4.81 0.31 0.53 4.81 0.31 0.53 4.81 0.31 0.52 4.81 0.31 0.52 4.81 0.31 0.52 4.81 0.31 0.52 4.81 0.31 0.52 4.81 0.31 0.52 4.81 0.31 0.51 4.81 0.31 0.51 4.81 0.31 0.51 3.99 0.31 0.51 3.73 0.31 0.51 3.73 0.31 0.51 3.74 0.31 0.51 3.74 0.31 0.51 3.75 0.31 0.50 3.75 0.31 0.50 3.76 0.31 0.50 3.76 0.31 0.50 3.76 0.31 0.50 3.77 0.31 0.50 3.77 0.31 0.50 3.78 0.31 0.50 3.78 0.31 0.50 3.79 0.31 0.50 3.79 0.31 0.50 3.79 0.31 0.50 3.80 0.31 0.50 3.81 0.31 0.50 3.81 D:\ \TTT T1 T0.6 18L 20 KPA R1 BU Page 62 MSheet 7.1 Segment number 107 108 109 110 111 112 113 114 115 116 117 118 119 120 121 122 123 124 125 126 127 128 129 130 131 132 133 134 135 136 137 138 139 140 141 142 143 144 145 146 147 148 149 150 151 152 153 154 155 156 157 158 159 160 161 162 163 164 165 166 167 168 169 170 2/12/2018 Level [m] -9.75 -9.75 -9.90 -10.05 -10.20 -10.35 -10.50 -10.50 -10.65 -10.80 -10.95 -11.10 -11.25 -11.25 -11.40 -11.55 -11.70 -11.85 -12.00 -12.00 -12.15 -12.30 -12.45 -12.60 -12.75 -12.75 -12.90 -13.05 -13.20 -13.35 -13.50 -13.50 -13.65 -13.80 -13.95 -14.10 -14.25 -14.25 -14.40 -14.55 -14.70 -14.85 -15.00 -15.00 -15.15 -15.30 -15.45 -15.60 -15.75 -15.75 -15.90 -16.05 -16.20 -16.35 -16.50 -16.50 -16.65 -16.80 -16.95 -17.10 -17.25 -17.25 -17.40 -17.55 Horizontal pressure Active Passive [kN/m²] [kN/m²] 25.5 315.3 25.7 317.0 25.8 319.6 26.1 323.1 26.3 326.6 26.6 330.2 26.7 332.8 26.9 334.6 27.0 337.2 27.3 340.7 27.5 344.3 27.8 347.8 28.0 350.5 28.1 352.3 28.3 355.0 28.5 358.5 28.8 362.1 29.0 365.7 29.2 368.4 29.3 370.2 29.5 372.9 29.7 376.5 30.0 380.1 30.2 383.7 30.4 386.4 30.5 388.2 30.7 390.9 30.9 394.6 31.2 398.2 31.4 401.8 31.6 404.6 31.7 406.4 31.9 409.1 32.2 412.7 32.4 416.4 32.6 420.0 32.8 422.8 32.9 424.6 33.1 427.4 33.4 431.0 33.6 434.7 33.9 438.4 34.0 441.1 34.2 442.9 34.3 445.7 34.6 449.4 34.8 453.1 35.1 456.7 35.3 459.5 35.4 461.4 35.6 464.1 35.8 467.8 36.0 471.5 36.3 475.2 36.5 478.0 36.6 479.8 36.8 482.6 37.0 486.3 37.3 490.0 37.5 493.7 37.7 496.5 37.8 498.3 38.0 501.1 38.2 504.8 Fictive earth pressure coefficients Ka Ko Kp [-] [-] [-] 0.31 0.50 3.82 0.31 0.50 3.82 0.31 0.49 3.83 0.31 0.49 3.83 0.31 0.49 3.84 0.31 0.49 3.84 0.31 0.49 3.85 0.31 0.49 3.85 0.31 0.49 3.86 0.31 0.49 3.86 0.31 0.49 3.87 0.31 0.49 3.88 0.31 0.49 3.88 0.31 0.49 3.89 0.31 0.49 3.89 0.31 0.49 3.90 0.31 0.49 3.90 0.31 0.49 3.91 0.31 0.49 3.91 0.31 0.49 3.92 0.31 0.49 3.92 0.31 0.49 3.93 0.31 0.49 3.93 0.31 0.49 3.94 0.31 0.49 3.94 0.31 0.49 3.95 0.31 0.49 3.95 0.31 0.49 3.96 0.31 0.49 3.96 0.31 0.49 3.97 0.31 0.49 3.97 0.31 0.49 3.98 0.31 0.49 3.98 0.31 0.49 3.99 0.31 0.49 3.99 0.31 0.49 4.00 0.31 0.49 4.00 0.31 0.49 4.01 0.31 0.49 4.01 0.31 0.49 4.02 0.31 0.49 4.02 0.31 0.49 4.03 0.31 0.49 4.03 0.31 0.49 4.03 0.31 0.49 4.04 0.31 0.49 4.04 0.31 0.49 4.05 0.31 0.49 4.05 0.31 0.49 4.06 0.31 0.49 4.06 0.31 0.49 4.07 0.31 0.49 4.07 0.31 0.49 4.08 0.31 0.49 4.08 0.31 0.49 4.08 0.31 0.49 4.09 0.31 0.49 4.09 0.31 0.49 4.10 0.31 0.49 4.10 0.31 0.49 4.11 0.31 0.49 4.11 0.31 0.49 4.11 0.31 0.49 4.12 0.31 0.49 4.12 D:\ \TTT T1 T0.6 18L 20 KPA R1 BU Page 63 MSheet 7.1 Segment number 171 172 173 Level Horizontal pressure Active Passive [kN/m²] [kN/m²] 38.5 508.6 38.7 512.3 38.9 515.1 [m] -17.70 -17.85 -18.00 Fictive earth pressure coefficients Ka Ko Kp [-] [-] [-] 0.31 0.49 4.13 0.31 0.49 4.13 0.31 0.49 4.13 8.7 Calculation Results Number of iterations: 8.7.1 Charts of Moments, Forces and Displacements 8.7.2 Moments, Forces and Displacements Segment number 1 2 3 4 5 6 7 8 9 10 10 11 2/12/2018 Level [m] 0.00 -0.60 -0.60 -1.20 -1.20 -1.25 -1.25 -1.95 -1.95 -2.05 -2.05 -2.45 -2.45 -3.00 -3.00 -3.73 -3.73 -4.45 -4.45 -5.15 -5.15 Moment [kNm] 0.0 1.1 1.1 5.3 5.3 5.9 5.9 17.2 17.2 19.6 19.6 -36.9 -36.9 -107.4 -107.4 -185.1 -185.1 -241.1 -241.1 -270.6 -270.6 Shear force [kN] 0.0 4.2 4.2 10.4 10.4 11.0 11.0 22.4 22.4 24.5 -145.7 -136.1 -136.1 -119.9 -119.9 -93.2 -93.2 -60.4 -60.4 -22.8 -22.8 Displacement [mm] -25.0 -26.0 -26.0 -27.0 -27.0 -27.1 -27.1 -28.3 -28.3 -28.5 -28.5 -29.2 -29.2 -30.1 -30.1 -31.1 -31.1 -31.9 -31.9 -32.3 -32.3 D:\ \TTT T1 T0.6 18L 20 KPA R1 BU Page 64 MSheet 7.1 Segment number 11 12 12 13 13 14 14 15 15 16 16 17 17 18 18 19 19 20 20 21 21 22 22 23 23 24 24 25 25 26 26 27 27 28 28 29 29 Max Max, minor nodes incl Level [m] -5.40 -5.40 -5.65 -5.65 -6.00 -6.00 -6.88 -6.88 -7.75 -7.75 -8.38 -8.38 -9.00 -9.00 -9.75 -9.75 -10.50 -10.50 -11.25 -11.25 -12.00 -12.00 -12.75 -12.75 -13.50 -13.50 -14.25 -14.25 -15.00 -15.00 -15.75 -15.75 -16.50 -16.50 -17.25 -17.25 -18.00 Moment [kNm] -274.5 -274.5 -292.9 -292.9 -312.4 -312.4 -327.0 -327.0 -290.5 -290.5 -233.7 -233.7 -162.8 -162.8 -77.7 -77.7 -9.9 -9.9 31.0 31.0 58.8 58.8 82.7 82.7 98.0 98.0 96.9 96.9 82.3 82.3 58.8 58.8 31.6 31.6 9.3 9.3 0.0 -327.0 -328.1 Shear force [kN] -8.4 -81.0 -66.2 -66.2 -45.0 -44.9 12.0 12.0 71.9 71.9 106.3 106.3 116.8 116.8 104.9 104.9 74.1 74.1 38.8 38.8 34.0 34.0 28.0 28.0 10.8 10.7 -12.2 -12.2 -24.9 -24.9 -35.8 -35.8 -34.9 -34.9 -22.9 -22.9 0.0 -145.7 -145.7 Displacement [mm] -32.4 -32.4 -32.4 -32.4 -32.3 -32.3 -31.5 -31.5 -30.1 -30.1 -28.6 -28.6 -26.9 -26.9 -24.6 -24.6 -22.2 -22.2 -19.8 -19.8 -17.4 -17.4 -15.1 -15.1 -13.0 -13.0 -11.0 -11.0 -9.1 -9.1 -7.4 -7.4 -5.8 -5.8 -4.3 -4.3 -2.7 -32.4 -32.4 8.7.3 Stresses Node number 1 2 3 4 5 6 7 8 9 10 10 2/12/2018 Level [m] 0.00 -0.60 -0.60 -1.20 -1.20 -1.25 -1.25 -1.95 -1.95 -2.05 -2.05 -2.45 -2.45 -3.00 -3.00 -3.73 -3.73 -4.45 -4.45 -5.15 Left Right Effective stress Water stress Stat* Mob* Effective stress Water stress Stat* Mob* [kN/m²] [kN/m²] [%] [kN/m²] [kN/m²] [%] 0.00 0.00 0.00 0.00 A 0.00 0.00 8.80 0.00 A 0.00 0.00 9.08 0.00 A 0.00 0.00 11.59 0.00 A 0.00 0.00 11.74 0.00 A 0.00 0.00 11.81 0.50 A 0.00 0.00 11.87 0.50 A 0.00 0.00 12.89 7.50 A 0.00 0.00 12.96 7.50 A 0.00 0.00 13.10 8.50 A 0.00 0.00 13.14 8.50 A 0.00 0.00 13.73 12.50 A 0.00 0.00 13.80 12.50 A 0.00 0.00 14.60 18.00 A 0.00 0.00 14.71 18.00 A 0.00 0.00 15.77 25.25 A 0.00 0.00 15.88 25.25 A 0.00 0.00 16.94 32.50 A 0.00 0.00 17.06 32.50 A 0.00 0.00 18.20 39.50 D:\ \TTT T1 T0.6 18L 20 KPA R1 BU Page 65 MSheet 7.1 Node number 11 11 12 12 13 13 14 14 15 15 16 16 17 17 18 18 19 19 20 20 21 21 22 22 23 23 24 24 25 25 26 26 27 27 28 28 29 29 Level [m] -5.15 -5.40 -5.40 -5.65 -5.65 -6.00 -6.00 -6.88 -6.88 -7.75 -7.75 -8.38 -8.38 -9.00 -9.00 -9.75 -9.75 -10.50 -10.50 -11.25 -11.25 -12.00 -12.00 -12.75 -12.75 -13.50 -13.50 -14.25 -14.25 -15.00 -15.00 -15.75 -15.75 -16.50 -16.50 -17.25 -17.25 -18.00 * Stat Mob Left Right Effective stress Water stress Stat* Mob* Effective stress Water stress Stat* Mob* [kN/m²] [kN/m²] [%] [kN/m²] [kN/m²] [%] 0.00 0.00 A 18.27 39.50 2.30 0.00 13 18.66 42.00 2.50 0.00 13 18.70 42.00 3.63 0.00 19.24 44.50 3.78 0.00 19.28 44.50 3.72 3.50 20.74 48.00 3.06 3.50 21.67 48.00 4.24 12.25 A 26.59 56.75 4.38 12.25 A 26.73 56.75 5.66 21.00 A 31.07 65.50 5.78 21.00 A 31.20 65.50 40.04 27.25 38 33.86 71.75 44.32 27.25 42 33.96 71.75 81.43 33.50 68 36.24 78.00 81.36 33.50 67 41.12 78.00 14 120.67 41.00 87 43.85 85.50 14 122.56 41.00 87 43.97 85.50 14 138.64 48.50 88 46.06 93.00 14 140.53 48.50 88 46.18 93.00 14 92.54 56.00 52 47.74 100.50 14 93.67 56.00 52 47.86 100.50 14 105.26 63.50 54 48.97 108.00 13 100.98 63.50 51 54.75 108.00 15 114.49 71.00 53 55.44 115.50 14 116.00 71.00 54 55.56 115.50 14 130.69 78.50 56 55.96 123.00 14 132.28 78.50 56 56.08 123.00 14 124.87 86.00 49 56.29 130.50 13 125.08 86.00 49 56.41 130.50 13 110.77 93.50 41 56.50 138.00 13 128.86 93.50 47 61.61 138.00 14 112.40 101.00 39 61.44 145.50 13 112.61 101.00 38 61.56 145.50 13 97.18 108.50 31 61.39 153.00 13 97.39 108.50 31 61.51 153.00 13 82.53 116.00 25 61.36 160.50 12 82.74 116.00 25 61.49 160.50 12 68.06 123.50 20 61.35 168.00 12 Status (A=active, P=passive, Number is branche, is unloading) Percentage passive mobilized 8.7.4 Soil Collapse Horizontal soil pressure Left [kN] Effective Water Total Right [kN] 1069.7 762.6 1832.3 Considered as passive side Maximum passive effective resistance Mobilized passive effective resistance Percentage mobilized resistance 663.9 1411.2 2075.1 Left 2385.23 kN 1069.65 kN 44.8 % 8.7.5 Rigid and Spring Supports Node number 12 Level [m] -2.05 -5.40 Force [kN] 170.23 72.55 Moment [kNm] 0.00 0.00 End of Report 2/12/2018 D:\ \TTT T1 T0.6 18L 20 KPA R1 BU Page 66 ... 313 .2 20.4 317.6 20 .6 322 .1 20 .9 325 .4 21 .0 327 .6 21 .2 330.9 21 .5 335.3 21 .8 28 2.1 22 .1 26 6.7 22 .3 26 9.6 22 .4 27 1.3 22 .6 27 3.4 22 .8 27 6 .2 23.0 27 9.0 23 .2 281.8 23 .3 28 3.9 23 .4 28 5.3 23 .6 28 7.4 23 .8... 313 .2 20.4 317.6 20 .6 322 .1 20 .9 325 .4 21 .0 327 .6 21 .2 330.9 21 .5 335.3 21 .8 28 2.1 22 .1 26 6.7 22 .3 26 9.6 22 .4 27 1.3 22 .6 27 3.4 22 .8 27 6 .2 23.0 27 9.0 23 .2 281.8 23 .3 28 3.9 23 .4 28 5.3 23 .6 28 7.4 23 .8... 16 17 17 18 18 19 19 20 20 21 21 22 22 23 23 24 24 25 25 26 26 27 27 28 28 29 29 2/ 12/ 2018 Level [m] 0.00 -0.60 -0.60 -1 .20 -1 .20 -1 .25 -1 .25 -1.95 -1.95 -2. 05 -2. 05 -2. 45 -2. 45 -3.00 -3.00 -3.73