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80 194.44 5.19 393.33 105.00 228.99 184.42 <br /> 182.53 1.214 <br /> 81 190.00 5.35 390.00 105.00 229.84 175.92 <br /> 175.16 1.214 <br /> 82 190.00 5.35 392.22 105.00 223.56 192.26 <br /> 189.89 1.214 <br /> 83 194.44 5.19 392.22 105.00 227.97 184.61 <br /> 182.53 1.214 <br /> 84 192.22 5.27 393.33 105.00 228.24 185.28 <br /> 183.58 1.215 <br /> 85 190.00 5.35 393.33 105.00 224.58 192.07 <br /> 189.89 1.215 <br /> 86 192.22 5.27 392.22 105.00 228.41 183.10 <br /> 181.47 1.215 <br /> 87 192.22 5.27 394.44 105.00 227.49 188.65 <br /> 186.74 1.215 <br /> 88 192.22 5.27 390.00 105.00 228.79 178.72 <br /> 177.26 1.215 <br /> 89 198.89 5.04 391.11 105.00 232.12 175.94 <br /> 174.11 1.215 <br /> 90 192.22 5.27 391.11 105.00 225.03 188.04 <br /> 185.68 1.215 <br /> 91 194.44 5.19 392.22 105.00 228.57 183.43 <br /> 181.47 1.215 <br /> 92 190.00 5.35 394.44 105.00 226.17 190.70 <br /> 188.84 1.215 <br /> 93 196.67 5.12 390.00 105.00 232.19 173.41 <br /> 172.00 1.215 <br /> 94 190.00 5.35 390.00 105.00 230.45 174.69 <br /> 174.11 1.215 <br /> 95 192.22 5.27 394.44 105.00 228.08 187.46 <br /> 185.68 1.216 <br /> 96 190.00 5.35 394.44 105.00 225.01 193.06 <br /> 190.95 1.216 <br /> 97 196.67 5.12 391.11 105.00 229.51 180.38 <br /> 178.32 1.216 <br /> 98 194.44 5.19 390.00 105.00 226.53 183.81 <br /> 181.47 1.216 <br /> 99 192.22 5.27 393.33 105.00 226.48 188.84 <br /> 186.74 1.216 <br /> Critical Failure Surface (circle 1) <br /> Intersects: XL: 190.00 YL: 5.35 XR: 390.00 YR: <br /> 105.00 <br /> Centre: XC: 225.04 YC: 185.55 Radius: R: <br /> 183.58 <br /> Generated failure surface: (20 points) <br /> 190.00 5.35 202.48 3.37 215.08 2.25 <br /> 227.71 1.99 240.34 2.61 <br /> 252.89 4.10 265.31 6.45 277.54 9.64 <br /> 289.53 13.67 301.20 18.52 <br /> 312.52 24.16 323.42 30.56 333.85 37.70 <br /> 343.77 45.54 353.12 54.04 <br /> 361.87 63.17 369.97 72.87 377.38 83.11 <br /> 384.07 93.84 390.00 105.00 <br /> Slice Geometry and Properties - Critical Failure Surface (circle 1, 41 slices) <br /> Slice X-S Base <br /> PoreWater Normal Test <br /> X-Left Area Angle Width Length Matl Cohesion Phi <br /> Weight Force Stress Factor <br />