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Slice X-S Base PoreWater Normal Test <br /> X-Left Area Angle Width Length Matt Cohesion Phi Weight Force Stress Factor <br /> 1 125.90 0.04 29.4 0.56 0.65 1 0.00 45.0 4.00 0.00 6.01 0.97 <br /> 2 126.46 0.11 29.4 0.56 0.65 1 0.00 45.0 12.03 0.00 18.07 0.97 <br /> 3 127.02 0.18 28.2 0.57 0.65 1 0.00 45.0 19.82 0.00 29.65 0.97 <br /> 4 127.59 0.25 28.2 0.57 0.65 1 0.00 45.0 27.05 0.00 40.48 0.97 <br /> 5 128.16 0.31 27.0 0.57 0.65 1 0.00 45.0 34.20 0.00 50.99 0.96 <br /> 6 128.74 0.37 27.0 0.57 0.65 1 0.00 45.0 40.61 0.00 60.53 0.96 <br /> 7 129.31 0.43 25.8 0.58 0.65 1 0.00 45.0 47.03 0.00 69.90 0.96 <br /> 8 129.89 0.48 25.8 0.58 0.65 1 0.00 45.0 52.60 0.00 78.18 0.96 <br /> 9 130.47 0.53 24.5 0.59 0.65 1 0.00 45.0 58.27 0.00 86.38 0.96 <br /> 10 131.06 0.57 24.5 0.59 0.65 1 0.00 45.0 62.93 0.00 93.29 0.96 <br /> 11 131.65 0.62 23.3 0.59 0.65 1 0.00 45.0 67.78 0.00 100.26 0.95 <br /> 12 132.24 0.65 23.3 0.59 0.65 1 0.00 45.0 71.55 0.00 105.84 0.95 <br /> 13 132.83 0.69 22.1 0.60 0.65 1 0.00 45.0 75.51 0.00 111.51 0.95 <br /> 14 133.43 0.71 22.1 0.60 0.65 1 0.00 45.0 78.39 0.00 115.74 0.95 <br /> 15 134.03 0.74 20.9 0.60 0.65 1 0.00 45.0 81.44 0.00 120.11 0.95 <br /> 16 134.63 0.76 20.9 0.60 0.65 1 0.00 45.0 83.37 0.00 122.95 0.95 <br /> 17 135.23 0.78 19.6 0.61 0.65 1 0.00 45.0 85.48 0.00 125.98 0.95 <br /> 18 135.84 0.79 19.7 0.61 0.65 1 0.00 45.0 86.46 0.00 127.41 0.95 <br /> 19 136.45 0.80 18.4 0.61 0.65 1 0.00 45.0 87.58 0.00 129.01 0.95 <br /> 20 137.06 0.80 18.4 0.61 0.65 1 0.00 45.0 87.58 0.00 129.01 0.95 <br /> 21 137.67 0.80 17.2 0.62 0.65 1 0.00 45.0 87.70 0.00 129.21 0.95 <br /> 22 138.29 0.79 17.2 0.62 0.65 1 0.00 45.0 86.71 0.00 127.74 0.95 <br /> 23 138.90 0.78 16.0 0.62 0.65 1 0.00 45.0 85.78 0.00 126.45 0.95 <br /> 24 139.52 0.76 16.0 0.62 0.65 1 0.00 45.0 83.79 0.00 123.52 0.95 <br /> 25 140.14 0.74 14.8 0.62 0.65 1 0.00 45.0 81.81 0.00 120.73 0.95 <br /> 26 140.77 0.72 14.8 0.62 0.65 1 0.00 45.0 78.81 0.00 116.29 0.95 <br /> 27 141.39 0.69 13.5 0.63 0.65 1 0.00 45.0 75.75 0.00 111.94 0.95 <br /> 28 142.02 0.65 13.5 0.63 0.65 1 0.00 45.0 71.74 0.00 106.02 0.95 <br /> 29 142.65 0.61 12.3 0.63 0.65 1 0.00 45.0 67.57 0.00 100.05 0.96 <br /> 30 143.28 0.57 12.3 0.63 0.65 1 0.00 45.0 62.56 0.00 92.63 0.96 <br /> 31 143.91 0.52 11.1 0.63 0.65 1 0.00 45.0 57.30 0.00 85.04 0.96 <br /> 32 144.54 0.47 11.1 0.63 0.65 1 0.00 45.0 51.24 0.00 76.06 0.96 <br /> 33 145.17 0.41 9.9 0.64 0.65 1 0.00 45.0 44.89 0.00 66.82 0.96 <br /> 34 145.81 0.34 9.9 0.64 0.65 1 0.00 45.0 37.81 0.00 56.28 0.96 <br /> 35 146.44 0.28 8.7 0.64 0.65 1 0.00 45.0 30.35 0.00 45.33 0.96 <br /> 36 147.08 0.20 8.7 0.64 0.65 1 0.00 45.0 22.25 0.00 33.23 0.96 <br /> 37 147.72 0.12 7.4 0.64 0.65 1 0.00 45.0 13.69 0.00 20.53 0.97 <br /> 38 148.36 0.04 7.4 0.64 0.65 1 0.00 45.0 4.55 0.00 6.83 0.97 <br /> X-S Area: 20.07 Path Length: 24.52 X-S Weight: 2207.99 <br /> DATA:Analysis 3-Mining Condition <br /> Material Properties(4 materials) <br /> Material: 1 (Mohr-Coulomb Isotropic)-Sand and gravel,mixed grain size <br />