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33 164.45 273.71 1.8 10.25 10.26 1 0.00 45.0 30108.55 0.00 2906.50 0.99 <br /> 34 174.70 239.24 -1.3 10.25 10.26 1 0.00 45.0 26316.14 0.00 2585.54 1.01 <br /> 35 184.96 201.83 -1.3 10.25 10.26 1 0.00 45.0 22200.91 0.00 2181.22 1.01 <br /> 36 195.21 161.17 -4.4 10.23 10.26 1 0.00 45.0 17729.05 0.00 1778.79 1.03 <br /> 37 205.44 118.24 -4.4 10.23 10.26 1 0.00 45.0 13006.50 0.00 1304.97 1.03 <br /> 38 215.66 72.17 -7.5 10.17 10.26 1 0.00 45.0 7938.77 0.00 816.21 1.05 <br /> 39 225.83 24.06 -7.5 10.17 10.26 1 0.00 45.0 2646.61 0.00 272.11 1.05 <br /> -------- ------- ---------- <br /> X-S Area: 10804.72 Path Length: 389.75 X-S Weight: 1188518.88 <br /> DATA: Analysis 2 <br /> Material Properties (1 material) <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 /> Water Properties <br /> ---------------- <br /> Unit weight of water: 62.400 Unit weight of water/medium above ground: 62.400 <br /> Material Profiles (1 profile) <br /> ----------------- <br /> Profile: 1 (8 points) Material beneath: 1 - Sand and gravel, mixed grain size <br /> -180.00 8580.00 -60.00 8530.00 0.00 8500.00 420.00 8480.00 940.00 8460.00 <br /> 1070.00 8380.00 1080.00 8370.00 1120.00 8370.00 <br /> Slope Surface (5 points) <br /> ------------- <br /> -180.00 8580.00 -60.00 8530.00 0.00 8500.00 420.00 8360.00 1500.00 8360.00 <br /> Phreatic Surface (2 points) <br /> ---------------- <br /> 0.00 8355.00 1500.00 8355.00 <br /> Failure Surface (Critical, from previous analysis) <br /> --------------- <br /> Initial circular surface for critical search defined by: XL,XR,R <br /> Intersects: XL: -112.98 YL: 8552.08 XR: 236.00 YR: 8421.33 <br /> Centre: XC: 176.49 YC: 8793.61 Radius: R: 377.00 <br /> Variable Restraints <br /> ------------------- <br /> Parameter descriptor: XL XR R <br /> Range of variation: 250.00 250.00 10.00 <br /> Trial positions within range: 50 50 50 <br /> - -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- - <br />