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16 128.39 6.53 23.9 1.20 1.31 1 0.00 45.0 718.14 0.00 528.84 0.96 <br /> 17 129.59 6.69 23.9 1.20 1.31 1 0.00 45.0 735.35 0.00 541.55 0.96 <br /> 18 130.78 6.94 21.1 1.22 1.31 1 0.00 45.0 763.07 0.00 559.39 0.96 <br /> 19 132.00 7.02 21.2 1.22 1.31 1 0.00 45.0 771.79 0.00 565.75 0.96 <br /> 20 133.22 7.18 18.4 1.24 1.31 1 0.00 45.0 789.55 0.00 577.42 0.96 <br /> 21 134.47 7.18 18.4 1.24 1.31 1 0.00 45.0 789.53 0.00 577.40 0.96 <br /> 22 135.71 7.24 15.7 1.26 1.31 1 0.00 45.0 796.62 0.00 582.48 0.96 <br /> 23 136.97 7.16 15.7 1.26 1.31 1 0.00 45.0 787.59 0.00 575.91 0.96 <br /> 24 138.23 7.12 13.0 1.27 1.31 1 0.00 45.0 783.45 0.00 574.13 0.96 <br /> 25 139.50 6.96 13.0 1.27 1.31 1 0.00 45.0 765.15 0.00 560.70 0.96 <br /> 26 140.78 6.81 10.3 1.29 1.31 1 0.00 45.0 749.59 0.00 551.70 0.96 <br /> 27 142.06 6.56 10.3 1.29 1.31 1 0.00 45.0 721.92 0.00 531.34 0.96 <br /> 28 143.35 6.32 7.6 1.30 1.31 1 0.00 45.0 694.83 0.00 514.85 0.97 <br /> 29 144.65 5.98 7.6 1.30 1.31 1 0.00 45.0 657.78 0.00 487.36 0.97 <br /> 30 145.94 5.63 4.9 1.30 1.31 1 0.00 45.0 619.33 0.00 463.01 0.98 <br /> 31 147.25 5.21 4.9 1.30 1.31 1 0.00 45.0 572.94 0.00 428.35 0.98 <br /> 32 148.55 4.76 2.1 1.31 1.31 1 0.00 45.0 523.47 0.00 395.81 0.99 <br /> 33 149.86 4.25 2.1 1.31 1.31 1 0.00 45.0 467.88 0.00 353.78 0.99 <br /> 34 151.17 3.71 -0.6 1.31 1.31 1 0.00 45.0 408.04 0.00 312.79 1.00 <br /> 35 152.48 3.12 -0.6 1.31 1.31 1 0.00 45.0 343.38 0.00 263.21 1.00 <br /> 36 153.78 2.49 -3.3 1.31 1.31 1 0.00 45.0 273.93 0.00 213.42 1.02 <br /> 37 155.09 1.82 -3.3 1.31 1.31 1 0.00 45.0 200.61 0.00 156.28 1.02 <br /> 38 156.40 1.11 -6.0 1.30 1.31 1 0.00 45.0 122.46 0.00 97.21 1.04 <br /> 39 157.70 0.37 -6.0 1.30 1.31 1 0.00 45.0 40.85 0.00 32.43 1.04 <br /> X-S Area: 177.59 Path Length: 49.72 X-S Weight: 19404.93 <br /> DATA:Analysis 2-Mining Condition <br /> Material Properties(4 materials) <br /> Material: 1 (Mohr-Coulomb Isotropic)-Sand and gravel,mixed grain size <br /> Cohesion Phi UnitWeight Ru <br /> 0.00 45.0 110.00 Auto <br /> Material: 2(Mohr-Coulomb Isotropic)-OB-loose sand,mixed grain size <br /> Cohesion Phi UnitWeight Ru <br /> 0.00 34.0 99.00 Auto <br /> Material: 3(Mohr-Coulomb Isotropic)-Bedrock-claystone <br /> Cohesion Phi UnitWeight Ru <br /> 20000.00 25.0 110.00 Auto <br /> Material: 4(Mohr-Coulomb Isotropic)-Slurry Wall <br /> Cohesion Phi UnitWeight Ru <br /> Unsaturated: 0.00 0.0 112.00 Auto <br /> Saturated: 0.00 0.0 115.00 Auto <br /> Water Properties <br /> Unit weight of water:62.400 Unit weight of water/medium above ground: 0.000 <br />