2020-12-08_REVISION - M2008078 (21)

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69 193.11 157.00 401.05 200.00 236.52 471.36 317.35 3.193 70 201.00 158.67 400.53 200.00 250.40 422.45 268.37 3.193 71 193.11 157.00 400.00 200.00 234.78 475.72 321.43 3.193 72 191.53 157.00 401.05 200.00 235.35 475.43 321.43 3.193 73 196.79 157.26 401.05 200.00 240.21 459.26 305.10 3.194 74 196.79 157.26 400.53 200.00 239.78 459.32 305.10 3.194 75 191.53 157.00 400.00 200.00 233.62 479.78 325.51 3.194 76 199.42 158.14 400.00 200.00 245.45 439.09 284.69 3.195 77 195.74 157.00 400.53 200.00 237.46 467.48 313.27 3.195 78 194.16 157.00 400.53 200.00 236.28 471.54 317.35 3.195 79 200.47 158.49 400.53 200.00 249.19 426.55 272.45 3.196 80 192.58 157.00 400.53 200.00 235.12 475.60 321.43 3.196 81 195.21 157.00 401.58 200.00 238.22 467.30 313.27 3.196 82 198.37 157.79 400.53 200.00 243.43 447.16 292.86 3.196 83 195.21 157.00 400.00 200.00 236.04 471.71 317.35 3.197 84 191.00 157.00 400.53 200.00 233.96 479.66 325.51 3.197 85 195.21 157.00 401.05 200.00 237.79 467.36 313.27 3.197 86 193.63 157.00 400.00 200.00 234.87 475.77 321.43 3.198 87 193.63 157.00 401.05 200.00 236.62 471.42 317.35 3.198 88 200.47 158.49 401.05 200.00 249.60 426.47 272.45 3.198 89 197.32 157.44 401.05 200.00 241.42 455.21 301.02 3.198 90 192.05 157.00 401.05 200.00 235.45 475.49 321.43 3.198 91 192.05 157.00 400.00 200.00 233.72 479.83 325.51 3.199 92 196.26 157.09 400.00 200.00 237.24 467.66 313.27 3.200 93 199.95 158.32 400.00 200.00 246.66 435.01 280.61 3.200 94 194.68 157.00 400.53 200.00 236.38 471.60 317.35 3.200 95 199.95 158.32 401.05 200.00 248.39 430.57 276.53 3.200 96 201.00 158.67 401.05 200.00 250.81 422.37 268.37 3.201 97 193.11 157.00 400.53 200.00 235.21 475.66 321.43 3.201 98 196.79 157.26 400.00 200.00 238.46 463.63 309.18 3.201 99 198.37 157.79 400.00 200.00 244.80 438.67 284.69 3.201 Critical Failure Surface (circle 1) ------------------------ Intersects: XL: 198.89 YL: 157.96 XR: 400.00 YR: 200.00 Centre: XC: 246.02 YC: 434.59 Radius: R: 280.61 Generated failure surface: (20 points) 198.89 157.96 209.84 156.32 220.85 155.11 231.89 154.34 242.95 154.00 254.02 154.09 265.08 154.63 276.11 155.60 287.09 157.00 298.00 158.84 308.84 161.10 319.58 163.79 330.20 166.90 340.69 170.43 351.04 174.37 361.22 178.72 371.22 183.46 381.03 188.59 390.63 194.11 400.00 200.00 Slice Geometry and Properties - Critical Failure Surface (circle 1, 43 slices) -------------------------------------------------------- Slice X-S ------ ------- Base ---------- --- PoreWater Normal Test X-Left Area Angle Width Length Matl Cohesion Phi Weight Force Stress Factor 1 198.89 9.99 -8.5 6.43 6.50 2 0.00 35.0 1308.25 16027.30 2576.16 1.05 2 205.32 18.98 -8.5 4.52 4.57 3 100.00 18.0 2502.06 11504.37 2818.10 1.03 3 209.84 35.83 -6.3 5.50 5.53 3 100.00 18.0 4747.41 14154.06 3022.53 1.02 4 215.34 49.25 -6.3 5.50 5.53 3 100.00 18.0 6538.65 14363.08 3235.65 1.02 5 220.85 62.31 -4.0 5.52 5.53 3 100.00 18.0 8277.27 14534.56 3428.97 1.01 6 226.37 74.61 -4.0 5.52 5.53 3 100.00 18.0 9910.27 14668.46 3611.03 1.01 7 231.89 85.52 -1.8 5.47 5.48 3 100.00 18.0 11353.01 14607.72 3771.19 1.00 8 237.36 96.42 -1.8 5.47 5.48 3 100.00 18.0 12790.79 14665.04 3920.46 1.00 9 242.84 109.21 0.5 5.59 5.59 3 100.00 18.0 14472.79 15001.84 4049.73 1.00 10 248.43 119.36 0.5 5.59 5.59 3 100.00 18.0 15800.16 14984.76 4170.44 1.00 11 254.02 127.35 2.8 5.53 5.53 3 100.00 18.0 16835.93 14772.83 4267.46 1.00 12 259.55 136.06 2.8 5.53 5.53 3 100.00 18.0 17962.54 14680.68 4355.71 1.00 13 265.08 143.77 5.0 5.51 5.53 3 100.00 18.0 18951.42 14550.86 4419.95 0.99 14 270.59 151.23 5.0 5.51 5.53 3 100.00 18.0 19902.03 14383.43 4476.89 0.99 15 276.11 157.29 7.3 5.49 5.53 3 100.00 18.0 20662.64 14168.74 4509.12 1.00 16 281.59 163.48 7.3 5.49 5.53 3 100.00 18.0 21434.47 13926.67