2020-12-08_REVISION - M2008078 (21)

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69 161.47 145.49 476.05 200.00 230.91 679.77 538.78 4.422 70 159.89 144.96 475.00 200.00 224.53 704.51 563.27 4.422 71 157.79 144.26 476.58 200.00 219.14 732.91 591.84 4.422 72 158.84 144.61 475.53 200.00 221.25 720.84 579.59 4.423 73 159.37 144.79 475.53 200.00 223.10 712.65 571.43 4.423 74 160.95 145.32 475.53 200.00 228.64 688.05 546.94 4.423 75 157.79 144.26 475.00 200.00 217.10 737.22 595.92 4.423 76 158.84 144.61 476.05 200.00 222.41 716.60 575.51 4.424 77 159.89 144.96 476.05 200.00 225.38 704.41 563.27 4.425 78 160.95 145.32 475.00 200.00 227.49 692.30 551.02 4.425 79 158.32 144.44 475.53 200.00 219.40 729.01 587.76 4.426 80 157.26 144.09 476.58 200.00 217.28 741.08 600.00 4.426 81 159.37 144.79 476.58 200.00 224.69 708.36 567.35 4.426 82 158.32 144.44 477.11 200.00 221.42 724.69 583.67 4.426 83 158.32 144.44 476.58 200.00 220.99 724.74 583.67 4.426 84 162.00 145.67 475.00 200.00 231.18 675.87 534.69 4.426 85 160.95 145.32 476.05 200.00 229.07 688.00 546.94 4.426 86 158.84 144.61 476.05 200.00 221.68 720.79 579.59 4.427 87 157.79 144.26 475.53 200.00 217.54 737.18 595.92 4.428 88 159.89 144.96 475.00 200.00 223.79 708.70 567.35 4.428 89 157.79 144.26 477.11 200.00 219.57 732.87 591.84 4.428 90 162.00 145.67 475.53 200.00 231.60 675.81 534.69 4.429 91 160.95 145.32 476.58 200.00 229.49 687.94 546.94 4.429 92 158.32 144.44 476.05 200.00 219.83 728.97 587.76 4.430 93 157.26 144.09 477.11 200.00 217.72 741.03 600.00 4.430 94 160.42 145.14 476.05 200.00 227.22 696.21 555.10 4.430 95 161.47 145.49 475.00 200.00 229.34 664.09 542.86 4.430 96 159.37 144.79 476.58 200.00 223.96 712.56 571.43 4.431 97 162.00 145.67 476.05 200.00 232.02 675.76 534.69 4.431 98 160.42 145.14 475.53 200.00 226.07 700.46 559.18 4.431 99 159.37 144.79 475.00 200.00 221.94 716.89 575.51 4.431 Critical Failure Surface (circle 1) ------------------------ Intersects: XL: 156.21 YL: 144.00 XR: 475.00 YR: 200.00 Centre: XC: 216.38 YC: 736.87 Radius: R: 595.92 Generated failure surface: (20 points) 156.21 144.00 173.40 142.51 190.62 141.51 207.86 141.02 225.12 141.02 242.36 141.52 259.58 142.52 276.77 144.02 293.90 146.02 310.97 148.51 327.97 151.50 344.86 154.97 361.65 158.93 378.32 163.38 394.85 168.31 411.24 173.71 427.46 179.59 443.50 185.93 459.35 192.74 475.00 200.00 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 1 156.21 13.25 -5.0 8.59 8.63 3 100.00 18.0 1768.38 28728.30 3442.74 1.01 2 164.80 44.29 -5.0 8.59 8.63 3 100.00 18.0 5897.66 29130.14 3746.16 1.01 3 173.40 74.43 -3.3 8.61 8.63 3 100.00 18.0 9899.93 29464.39 4030.17 1.01 4 182.01 103.43 -3.3 8.61 8.63 3 100.00 18.0 13742.18 29732.25 4298.26 1.01 5 190.62 131.54 -1.6 8.62 8.63 3 100.00 18.0 17456.78 29932.87 4545.84 1.00 6 199.24 158.46 -1.6 8.62 8.63 3 100.00 18.0 21004.52 30066.37 4778.43 1.00 7 207.86 184.38 0.0 8.63 8.63 3 100.00 18.0 24411.25 30132.63 4989.56 1.00 8 216.49 209.17 0.0 8.63 8.63 3 100.00 18.0 27658.23 30131.82 5186.57 1.00 9 225.12 232.77 1.7 8.62 8.63 3 100.00 18.0 30739.59 30063.75 5361.24 1.00 10 233.74 255.39 1.7 8.62 8.63 3 100.00 18.0 33680.15 29928.43 5522.58 1.00 11 242.36 276.56 3.3 8.61 8.63 3 100.00 18.0 36421.06 29726.05 5660.80 1.00 12 250.97 296.96 3.3 8.61 8.63 3 100.00 18.0 39050.95 29456.50 5786.42 1.00 13 259.58 310.67 5.0 8.46 8.49 3 100.00 18.0 40790.96 28679.78 5887.57 1.00 14 268.04 328.29 5.0 8.46 8.49 3 100.00 18.0 43036.71 28288.29 5976.09 1.00 15 276.51 253.12 6.6 6.25 6.29 2 0.00 35.0 33158.87 20656.36 6014.32 0.99 16 282.75 261.58 6.6 6.25 6.29 2 0.00 35.0 34267.22 20373.62