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18 154.71 3.81 19.1 1.76 1.87 1 0.00 45.0 418.64 0.00 212.73 0.95 <br /> 19 156.48 3.84 18.4 1.77 1.87 1 0.00 45.0 422.79 0.00 214.79 0.95 <br /> 20 158.25 3.84 18.4 1.77 1.87 1 0.00 45.0 422.88 0.00 214.85 0.95 <br /> 21 160.02 3.84 17.7 1.78 1.87 1 0.00 45.0 422.16 0.00 214.52 0.95 <br /> 22 161.80 3.79 17.7 1.78 1.87 1 0.00 45.0 417.39 0.00 212.09 0.95 <br /> 23 163.58 3.74 17.0 1.79 1.87 1 0.00 45.0 411.91 0.00 209.33 0.95 <br /> 24 165.37 3.66 17.0 1.79 1.87 1 0.00 45.0 402.51 0.00 204.55 0.95 <br /> 25 167.15 3.56 16.3 1.79 1.87 1 0.00 45.0 392.03 0.00 199.32 0.95 <br /> 26 168.95 3.43 16.3 1.79 1.87 1 0.00 45.0 377.78 0.00 192.06 0.95 <br /> 27 170.74 3.29 15.6 1.80 1.87 1 0.00 45.0 362.40 0.00 184.33 0.95 <br /> 28 172.54 3.12 15.6 1.80 1.87 1 0.00 45.0 343.26 0.00 174.60 0.95 <br /> 29 174.34 2.94 14.9 1.81 1.87 1 0.00 45.0 322.97 0.00 164.40 0.95 <br /> 30 176.14 2.72 14.9 1.81 1.87 1 0.00 45.0 298.93 0.00 152.15 0.95 <br /> 31 177.95 2.49 14.2 1.81 1.87 1 0.00 45.0 273.53 0.00 139.34 0.95 <br /> 32 179.76 2.22 14.2 1.81 1.87 1 0.00 45.0 244.74 0.00 124.67 0.95 <br /> 33 181.57 1.95 13.5 1.82 1.87 1 0.00 45.0 214.15 0.00 109.19 0.95 <br /> 34 183.39 1.64 13.5 1.82 1.87 1 0.00 45.0 180.40 0.00 91.99 0.95 <br /> 35 185.20 1.32 12.8 1.82 1.87 1 0.00 45.0 144.72 0.00 73.87 0.95 <br /> 36 187.03 0.97 12.8 1.82 1.87 1 0.00 45.0 106.16 0.00 54.19 0.95 <br /> 37 188.85 0.59 12.1 1.83 1.87 1 0.00 45.0 65.34 0.00 33.40 0.95 <br /> 38 190.67 0.20 12.1 1.83 1.87 1 0.00 45.0 21.78 0.00 11.13 0.95 <br /> X-S Area: 97.22 Path Length: 70.99 X-S Weight: 10694.09 <br /> DATA:Analysis 2-Reclaimed 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 /> Material Profiles(1 profile) <br /> Profile: 1 (2 points) Material beneath: 1 -Sand and gravel,mixed grain size <br />