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87 77.30 6480.00 127.91 6456.64 254.49 6797.44 363.54 1.865 <br /> 88 77.30 6480.00 127.91 6456.64 254.06 6796.49 362.50 1.865 <br /> 89 77.30 6480.00 127.91 6456.64 253.62 6795.54 361.46 1.865 <br /> 90 77.30 6480.00 127.91 6456.64 253.18 6794.59 360.42 1.865 <br /> 91 77.30 6480.00 127.91 6456.64 252.74 6793.64 359.38 1.866 <br /> 92 77.30 6480.00 127.91 6456.64 252.30 6792.69 358.33 1.866 <br /> 93 77.30 6480.00 127.91 6456.64 251.87 6791.74 357.29 1.866 <br /> 94 77.30 6480.00 127.91 6456.64 251.43 6790.79 356.25 1.866 <br /> 95 77.30 6480.00 127.91 6456.64 250.99 6789.85 355.21 1.867 <br /> 96 77.30 6480.00 127.91 6456.64 250.55 6788.90 354.17 1.867 <br /> 97 77.30 6480.00 127.91 6456.64 250.11 6787.95 353.12 1.867 <br /> 98 77.30 6480.00 127.91 6456.64 249.68 6787.00 352.08 1.867 <br /> 99 77.30 6480.00 127.91 6456.64 249.24 6786.05 351.04 1.868 <br /> Critical Failure Surface(circle 1) <br /> ------------------------ <br /> Intersects: XL: 77.30 YL: 6480.00 XR: 123.40 YR: 6458.84 <br /> Centre: XC: 256.41 YC: 6809.46 Radius: R: 375.00 <br /> Generated failure surface:(20 points) <br /> 77.30 6480.00 79.65 6478.73 82.01 6477.48 84.38 6476.25 86.76 6475.03 <br /> 89.15 6473.83 91.54 6472.65 93.95 6471.48 96.36 6470.33 98.78 6469.20 <br /> 101.21 6468.09 103.64 6466.99 106.09 6465.91 108.54 6464.85 111.00 6463.80 <br /> 113.46 6462.77 115.94 6461.76 118.42 6460.77 120.91 6459.80 123.40 6458.84 <br /> Slice Geometry and Properties-Critical Failure Surface(circle 1, 40 slices) <br /> -------------------------------------------------------- <br /> Slice X-S -------------------Base--------------------- PoreWater Normal Test <br /> X-Left Area Angle Width Length Mad Cohesion Phi Weight Force Stress Factor <br /> 1 77.30 0.37 28.3 1.18 1.34 2 0.00 34.0 36.89 0.00 26.16 0.95 <br /> 2 78.48 1.12 28.3 1.18 1.34 2 0.00 34.0 110.73 0.00 78.50 0.95 <br /> 3 79.65 0.47 27.9 0.35 0.39 2 0.00 34.0 46.90 0.00 112.60 0.95 <br /> 4 80.00 1.48 27.9 1.01 1.14 2 0.00 34.0 146.85 0.00 122.04 0.95 <br /> 5 81.01 1.53 27.9 1.01 1.14 2 0.00 34.0 151.03 0.00 125.50 0.95 <br /> 6 82.01 1.84 27.5 1.18 1.34 2 0.00 34.0 182.65 0.00 129.25 0.95 <br /> 7 83.20 1.89 27.5 1.18 1.34 2 0.00 34.0 187.29 0.00 132.53 0.95 <br /> 8 84.38 1.94 27.1 1.19 1.34 2 0.00 34.0 191.99 0.00 135.76 0.94 <br /> 9 85.57 1.97 27.1 1.19 1.34 2 0.00 34.0 195.44 0.00 138.18 0.94 <br /> 10 86.76 2.01 26.7 1.19 1.34 2 0.00 34.0 198.92 0.00 140.54 0.94 <br /> 11 87.95 2.03 26.7 1.19 1.34 2 0.00 34.0 201.11 0.00 142.08 0.94 <br /> 12 89.15 2.05 26.3 1.20 1.34 2 0.00 34.0 203.33 0.00 143.55 0.94 <br /> 13 90.35 2.06 26.3 1.20 1.34 2 0.00 34.0 204.26 0.00 144.19 0.94 <br /> 14 91.54 2.07 25.9 1.20 1.34 2 0.00 34.0 205.26 0.00 144.80 0.94 <br /> 15 92.74 2.07 25.9 1.20 1.34 2 0.00 34.0 204.91 0.00 144.56 0.94 <br /> 16 93.95 1.73 25.5 1.01 1.12 2 0.00 34.0 171.25 0.00 144.34 0.94 <br /> 17 94.96 2.39 25.5 1.40 1.55 1 0.00 45.0 241.59 0.00 136.49 0.88 <br /> 18 96.36 1.77 25.1 1.05 1.16 1 0.00 45.0 185.76 0.00 140.62 0.88 <br /> 19 97.41 1.75 25.0 1.05 1.16 1 0.00 45.0 189.27 0.00 143.30 0.88 <br /> 20 98.46 0.52 25.1 0.32 0.35 1 0.00 45.0 57.54 0.00 144.31 0.88 <br /> 21 98.78 1.98 24.7 1.21 1.34 1 0.00 45.0 217.41 0.00 143.04 0.88 <br /> 22 99.99 1.93 24.7 1.21 1.34 1 0.00 45.0 212.78 0.00 140.02 0.88 <br /> 23 101.21 1.89 24.2 1.22 1.34 1 0.00 45.0 208.17 0.00 137.07 0.88 <br /> 24 102.43 1.84 24.3 1.22 1.34 1 0.00 45.0 202.08 0.00 133.04 0.88 <br /> 25 103.64 1.78 23.8 1.22 1.34 1 0.00 45.0 195.98 0.00 129.09 0.88 <br /> 26 104.86 1.71 23.8 1.22 1.34 1 0.00 45.0 188.43 0.00 124.14 0.88 <br /> 27 106.09 1.64 23.4 1.23 1.34 1 0.00 45.0 180.78 0.00 119.19 0.88 <br /> Hayden Gravel Pit Lewicki 81 Associates <br /> December 2022 <br />