2020-12-08_REVISION - M2008078 (21)

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69 157.26 144.09 390.53 200.00 201.32 474.84 333.67 1.386 70 156.21 144.00 390.53 200.00 200.02 478.90 337.76 1.386 71 153.05 144.00 390.00 200.00 197.05 487.11 345.92 1.386 72 155.68 144.00 391.05 200.00 200.38 478.79 337.76 1.386 73 152.53 144.00 390.53 200.00 197.41 486.99 345.92 1.386 74 158.84 144.61 391.05 200.00 205.71 462.61 321.43 1.386 75 152.00 144.00 391.05 200.00 197.76 486.88 345.92 1.386 76 160.42 145.14 390.53 200.00 209.22 450.45 309.18 1.386 77 159.37 144.79 391.05 200.00 207.02 458.54 317.35 1.387 78 155.16 144.00 390.00 200.00 198.40 483.09 341.84 1.387 79 160.42 145.14 391.05 200.00 209.66 450.38 309.18 1.387 80 158.32 144.44 391.05 200.00 204.39 466.67 325.51 1.387 81 160.95 145.32 391.05 200.00 210.97 446.29 305.10 1.387 82 154.63 144.00 390.53 200.00 198.75 482.98 341.84 1.387 83 157.79 144.26 391.05 200.00 203.07 470.73 329.59 1.387 84 154.11 144.00 391.05 200.00 199.11 482.86 341.84 1.387 85 153.58 144.00 390.00 200.00 197.14 487.16 345.92 1.388 86 156.74 144.00 390.53 200.00 200.11 478.96 337.76 1.388 87 157.26 144.09 391.05 200.00 201.76 474.78 333.67 1.388 88 162.00 145.67 391.05 200.00 213.61 438.09 296.94 1.388 89 161.47 145.49 391.05 200.00 212.29 442.19 301.02 1.388 90 156.21 144.00 391.05 200.00 200.46 478.84 337.76 1.388 91 155.68 144.00 391.58 200.00 200.82 478.73 337.76 1.388 92 153.05 144.00 390.53 200.00 197.50 487.05 345.92 1.388 93 155.68 144.00 390.00 200.00 198.48 483.15 341.84 1.389 94 152.53 144.00 391.05 200.00 197.85 486.94 345.92 1.389 95 158.32 144.44 391.58 200.00 204.83 466.61 325.51 1.389 96 155.16 144.00 390.53 200.00 198.84 483.03 341.84 1.389 97 159.89 144.96 391.05 200.00 208.34 454.46 313.27 1.389 98 159.89 144.96 391.58 200.00 208.77 454.39 313.27 1.389 99 152.00 144.00 390.00 200.00 195.89 491.24 350.00 1.389 Critical Failure Surface (circle 1) ------------------------ Intersects: XL: 155.68 YL: 144.00 XR: 390.00 YR: 200.00 Centre: XC: 200.51 YC: 474.65 Radius: R: 333.67 Generated failure surface: (20 points) 155.68 144.00 168.57 142.51 181.50 141.52 194.47 141.03 207.44 141.05 220.40 141.57 233.33 142.59 246.21 144.12 259.03 146.15 271.75 148.67 284.37 151.68 296.86 155.19 309.20 159.17 321.38 163.64 333.38 168.57 345.17 173.97 356.75 179.82 368.09 186.11 379.18 192.84 390.00 200.00 Slice Geometry and Properties - Critical Failure Surface (circle 1, 44 slices) -------------------------------------------------------- Slice X-S ----- ------ Base --------------- PoreWater Normal Test X-Left Area Angle Width Length Matl Cohesion Phi Weight Force Stress Factor 1 155.68 0.10 -6.6 1.32 1.32 3 100.00 18.0 14.14 6.30 19.59 1.04 2 157.00 8.40 -6.6 5.79 5.82 3 100.00 18.0 1128.28 527.51 206.65 1.04 3 162.79 23.43 -6.6 5.79 5.82 3 100.00 18.0 3136.19 1471.76 558.95 1.04 4 168.57 43.16 -4.4 6.47 6.49 3 100.00 18.0 5767.14 2701.38 906.23 1.02 5 175.04 60.31 -4.4 6.47 6.49 3 100.00 18.0 8044.98 3774.27 1261.90 1.02 6 181.50 76.82 -2.2 6.48 6.49 3 100.00 18.0 10232.61 4797.13 1589.08 1.01 7 187.99 92.40 -2.2 6.48 6.49 3 100.00 18.0 12289.45 5770.04 1907.93 1.01 8 194.47 107.25 0.1 6.49 6.49 3 100.00 18.0 14241.96 6692.33 2195.36 1.00 9 200.95 121.22 0.1 6.49 6.49 3 100.00 18.0 16071.06 7563.87 2477.33 1.00 10 207.44 134.25 2.3 6.48 6.49 3 100.00 18.0 17769.79 8384.03 2725.39 0.99 11 213.92 146.56 2.3 6.48 6.49 3 100.00 18.0 19365.60 9152.84 2970.42 0.99 12 220.40 157.67 4.5 6.47 6.49 3 100.00 18.0 20795.87 9869.67 3179.50 0.98 13 226.87 168.30 4.5 6.47 6.49 3 100.00 18.0 22154.29 10534.59 3387.60 0.98 14 233.33 163.15 6.8 5.94 5.98 3 100.00 18.0 21435.21 10251.77 3551.36 0.98 15 239.27 170.72 6.8 5.94 5.98 3 100.00 18.0 22384.83 10727.30 3709.17 0.98 16 245.20 29.83 6.8 1.01 1.02 2 0.00 35.0 3908.24 1874.66