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18 77.97 0.96 26.1 0.77 0.85 2 0.00 34.0 94.58 821.30 999.20 0.90 <br /> 19 78.73 0.95 26.1 0.77 0.85 2 0.00 34.0 93.99 841.30 1022.40 0.90 <br /> 20 79.50 0.94 25.5 0.77 0.85 2 0.00 34.0 93.49 861.10 1045.39 0.90 <br /> 21 80.27 0.93 25.5 0.77 0.85 2 0.00 34.0 92.22 880.71 1067.87 0.90 <br /> 22 81.04 0.92 24.9 0.77 0.85 2 0.00 34.0 90.92 900.15 1090.03 0.90 <br /> 23 81.81 0.90 24.9 0.77 0.85 2 0.00 34.0 88.86 919.10 1111.69 0.90 <br /> 24 82.59 0.88 24.3 0.78 0.85 2 0.00 34.0 86.76 938.11 1133.06 0.90 <br /> 25 83.37 0.85 24.3 0.78 0.85 2 0.00 34.0 83.90 956.83 1153.88 0.90 <br /> 26 84.14 0.82 23.7 0.78 0.85 2 0.00 34.0 81.04 975.23 1174.48 0.90 <br /> 27 84.93 0.78 23.7 0.78 0.85 2 0.00 34.0 77.38 993.73 1194.46 0.90 <br /> 28 85.71 0.74 23.1 0.78 0.85 2 0.00 34.0 73.70 1011.69 1214.25 0.90 <br /> 29 86.49 0.70 23.1 0.78 0.85 2 0.00 34.0 69.23 1029.52 1233.40 0.90 <br /> 30 87.28 0.65 22.5 0.79 0.85 2 0.00 34.0 64.73 1047.12 1252.35 0.90 <br /> 31 88.06 0.60 22.6 0.79 0.85 2 0.00 34.0 59.55 1064.81 1270.77 0.90 <br /> 32 88.85 0.55 22.0 0.79 0.85 2 0.00 34.0 54.18 1081.94 1288.85 0.90 <br /> 33 89.64 0.49 22.0 0.79 0.85 2 0.00 34.0 48.21 1098.96 1306.45 0.90 <br /> 34 90.44 0.42 21.4 0.79 0.85 2 0.00 34.0 42.03 1115.70 1323.73 0.90 <br /> 35 91.23 0.36 21.4 0.79 0.85 2 0.00 34.0 35.23 1132.25 1340.48 0.90 <br /> 36 92.02 0.28 20.8 0.80 0.85 2 0.00 34.0 28.12 1148.50 1356.84 0.90 <br /> 37 92.82 0.21 20.8 0.80 0.85 2 0.00 34.0 20.52 1164.63 1372.76 0.90 <br /> 38 93.62 0.13 20.2 0.80 0.85 2 0.00 34.0 12.62 1180.48 1388.32 0.90 <br /> 39 94.42 0.04 20.2 0.80 0.85 2 0.00 34.0 4.22 1196.41 1403.40 0.90 <br /> -------- ------- ---------- <br /> X-S Area: 25.50 Path Length: 32.43 X-S Weight: 2524.15 <br /> DATA: Analysis 3 - Permanent Slope Condition <br /> Material Properties (2 materials) <br /> ------------------- <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) - Loose sand, mixed grain size <br /> Cohesion Phi UnitWeight Ru <br /> 0.00 34.0 99.00 Auto <br /> Water Properties <br /> ---------------- <br /> Unit weight of water: 62.400 Unit weight of water/medium above ground: 62.400 <br /> Material Profiles (2 profiles) <br /> ----------------- <br /> Profile: 1 (4 points) Material beneath: 1 - Sand and gravel, mixed grain size <br /> 0.00 4915.00 25.00 4915.00 83.00 4886.00 100.00 4886.00 <br /> Profile: 2 (4 points) Material beneath: 2 - Loose sand, mixed grain size <br /> 25.00 4915.00 70.00 4900.00 98.00 4886.00 100.00 4886.00 <br /> Slope Surface (5 points) <br /> ------------- <br /> 0.00 4915.00 25.00 4915.00 70.00 4900.00 98.00 4886.00 100.00 <br /> 4886.00 <br /> Phreatic Surface (2 points) <br />