2024-04-25_PERMIT FILE - M2024017 (5)

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53 57.83 7472.39 180.06 7431.65 196.15 7683.63 252.50 3.090 54 52.28 7474.24 174.50 7433.50 190.59 7685.49 252.50 3.090 55 68.94 7468.69 191.17 7427.94 207.26 7679.93 252.50 3.090 56 74.50 7466.83 196.72 7426.09 212.41 7676.85 251.25 3.091 57 63.39 7470.54 185.61 7429.80 201.30 7680.56 251.25 3.091 58 57.83 7472.39 180.06 7431.65 195.74 7682.41 251.25 3.091 59 68.94 7468.69 191.17 7427.94 206.85 7678.70 251.25 3.091 60 52.28 7474.24 174.50 7433.50 190.19 7684.26 251.25 3.091 61 74.50 7466.83 196.72 7426.09 212.00 7675.63 250.00 3.092 62 52.28 7474.24 174.50 7433.50 189.78 7683.03 250.00 3.092 63 63.39 7470.54 185.61 7429.80 200.89 7679.33 250.00 3.092 64 68.94 7468.69 191.17 7427.94 206.44 7677.48 250.00 3.092 65 57.83 7472.39 180.06 7431.65 195.33 7681.18 250.00 3.092 66 68.94 7468.69 191.17 7427.94 206.03 7676.25 248.75 3.093 67 57.83 7472.39 180.06 7431.65 194.92 7679.95 248.75 3.093 68 52.28 7474.24 174.50 7433.50 189.37 7681.81 248.75 3.093 69 63.39 7470.54 185.61 7429.80 200.48 7678.10 248.75 3.093 70 74.50 7466.83 196.72 7426.09 211.59 7674.40 248.75 3.093 71 57.83 7472.39 180.06 7431.65 194.51 7678.73 247.50 3.094 72 74.50 7466.83 196.72 7426.09 211.18 7673.17 247.50 3.094 73 63.39 7470.54 185.61 7429.80 200.07 7676.87 247.50 3.094 74 52.28 7474.24 174.50 7433.50 188.96 7680.58 247.50 3.094 75 68.94 7468.69 191.17 7427.94 205.62 7675.02 247.50 3.094 76 74.50 7466.83 207.83 7424.53 214.54 7676.94 252.50 3.098 77 74.50 7466.83 202.28 7424.86 213.12 7673.38 248.75 3.099 78 52.28 7474.24 180.06 7431.65 193.12 7683.81 252.50 3.099 79 57.83 7472.39 185.61 7429.80 198.68 7681.96 252.50 3.099 80 68.94 7468.69 196.72 7426.09 209.79 7678.25 252.50 3.099 81 63.39 7470.54 191.17 7427.94 204.23 7680.11 252.50 3.099 82 74.50 7466.83 207.83 7424.53 214.15 7675.70 251.25 3.099 83 74.50 7466.83 202.28 7424.86 212.72 7672.14 247.50 3.100 84 52.28 7474.24 180.06 7431.65 192.71 7682.58 251.25 3.100 85 63.39 7470.54 191.17 7427.94 203.82 7678.88 251.25 3.100 86 57.83 7472.39 185.61 7429.80 198.27 7680.73 251.25 3.100 87 68.94 7468.69 196.72 7426.09 209.38 7677.02 251.25 3.100 88 74.50 7466.83 207.83 7424.53 213.75 7674.46 250.00 3.101 89 52.28 7474.24 180.06 7431.65 192.30 7681.35 250.00 3.101 90 57.83 7472.39 185.61 7429.80 197.86 7679.50 250.00 3.101 91 68.94 7468.69 196.72 7426.09 208.97 7675.79 250.00 3.101 92 63.39 7470.54 191.17 7427.94 203.41 7677.64 250.00 3.101 93 74.50 7466.83 207.83 7424.53 213.36 7673.22 248.75 3.102 94 52.28 7474.24 180.06 7431.65 191.89 7680.12 248.75 3.102 95 63.39 7470.54 191.17 7427.94 203.00 7676.41 248.75 3.102 96 68.94 7468.69 196.72 7426.09 208.56 7674.56 248.75 3.102 97 57.83 7472.39 185.61 7429.80 197.45 7678.26 248.75 3.102 98 74.50 7466.83 207.83 7424.53 212.97 7671.98 247.50 3.103 99 63.39 7470.54 191.17 7427.94 202.59 7675.18 247.50 3.103 Critical Failure Surface (circle 1) ------------------------ Intersects: XL: 74.50 YL: 7466.83 XR: 174.50 YR: 7433.50 Centre: XC: 202.59 YC: 7684.43 Radius: R: 252.50 Generated failure surface: (20 points) 74.50 7466.83 79.35 7464.05 84.26 7461.38 89.22 7458.81 94.24 7456.36 99.32 7454.02 104.44 7451.79 109.61 7449.67 114.83 7447.67 120.10 7445.79 125.40 7444.02 130.74 7442.37 136.11 7440.84 141.52 7439.43 146.96 7438.14 152.42 7436.97 157.91 7435.92 163.42 7434.99 168.95 7434.18 174.50 7433.50 Slice Geometry and Properties - Critical Failure Surface (circle 1, 38 slices) -------------------------------------------------------- Slice X-S ------------------- Base --------------------- PoreWater Normal Test X-Left Area Angle Width Length Matl Cohesion Phi Weight Force Stress Factor 1 74.50 0.71 29.9 2.42 2.79 1 0.00 45.0 77.59 0.00 26.96 0.97 76.92 2.12 29.8 2.42 2.79 1 0.00 45.0 233.15 0.00 81.01 0.97 3 79.35 3.50 28.6 2.45 2.79 1 0.00 45.0 384.73 0.00 133.09 0.97 4 81.80 4.77 28.6 2.45 2.79 1 0.00 45.0 524.84 0.00 181.55 0.97 5 84.26 6.04 27.3 2.48 2.79 1 0.00 45.0 663.99 0.00 228.81 0.96 6 86.74 7.16 27.3 2.48 2.79 1 0.00 45.0 788.14 0.00 271.59 0.96