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Slice Geometry and Properties - Critical Failure Surface (circle 1, 38 slices) <br /> -------------------------------------------------------- <br /> SliceX-S ------------------- Base --------------------- <br /> PoreWater Normal Test <br /> X-Left Area Angle Width Length Matl Cohesion Phi <br /> Weight Force Stress Factor <br /> 1 -43.50 0.12 47.8 0.47 0.71 2 0.00 34.0 <br /> 12.29 0.00 16.68 0.96 <br /> 2 -43.03 0.37 47.9 0.47 0.71 2 0.00 34.0 <br /> 36.88 0.00 50.05 0.96 <br /> 3 -42.55 0.64 45.5 0.49 0.71 2 0.00 34.0 <br /> 63.66 0.00 85.16 0.94 <br /> 4 -42.06 0.89 45.5 0.49 0.71 2 0.00 34.0 <br /> 88.38 0.00 118.18 0.94 <br /> 5 -41.56 1.18 43.2 0.51 0.71 2 0.00 34.0 <br /> 117.10 0.00 154.64 0.93 <br /> 6 -41.05 1.43 43.2 0.51 0.71 2 0.00 34.0 <br /> 141.76 0.00 187.16 0.93 <br /> 7 -40.53 1.73 40.9 0.53 0.70 2 0.00 34.0 <br /> 171.39 0.00 224.56 0.92 <br /> 8 -40.00 1.90 40.9 0.54 0.71 2 0.00 34.0 <br /> 188.58 0.00 245.43 0.92 <br /> 9 -39.46 2.03 38.6 0.55 0.71 2 0.00 34.0 <br /> 201.21 0.00 260.22 0.91 <br /> 10 -38.91 2.09 38.6 0.55 0.71 2 0.00 34.0 <br /> 207.22 0.00 268.07 0.91 <br /> 11 -38.36 2.21 36.3 0.57 0.71 2 0.00 34.0 <br /> 218.95 0.00 281.04 0.91 <br /> 12 -37.79 2.25 36.3 0.57 0.71 2 0.00 34.0 <br /> 223.24 0.00 286.55 0.91 <br /> 13 -37.22 2.35 34.0 0.59 0.71 2 0.00 34.0 <br /> 233.13 0.00 297.47 0.90 <br /> 14 -36.63 2.38 34.0 0.59 0.71 2 0.00 34.0 <br /> 235.63 0.00 300.65 0.90 <br /> 15 -36.05 2.46 31.6 0.60 0.71 2 0.00 34.0 <br /> 243.37 0.00 309.18 0.90 <br /> 16 -35.45 2.46 31.6 0.60 0.71 2 0.00 34.0 <br /> 243.98 0.00 309.95 0.90 <br /> 17 -34.85 2.52 29.3 0.62 0.71 2 0.00 34.0 <br /> 249.44 0.00 315.99 0.89 <br /> 18 -34.23 2.51 29.3 0.62 0.71 2 0.00 34.0 <br /> 248.04 0.00 314.21 0.89 <br /> 19 -33.61 2.53 27.0 0.63 0.71 2 0.00 34.0 <br /> 250.94 0.00 317.59 0.89 <br /> 20 -32.99 2.50 27.0 0.63 0.71 2 0.00 34.0 <br /> 247.41 0.00 313.12 0.89 <br /> 21 -32.36 2.50 24.7 0.64 0.71 2 0.00 34.0 <br /> 247.68 0.00 313.58 0.89 <br /> 22 -31.71 2.44 24.7 0.64 0.71 2 0.00 34.0 <br />