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32 64.52 64.99 9.7 6.59 6.68 1 0.00 45.0 7149.28 0.00 1017.15 0.95 <br /> 33 71.11 57.44 7.7 6.62 6.68 1 0.00 45.0 6318.85 0.00 906.14 0.96 <br /> 34 77.74 48.74 7.7 6.62 6.68 1 0.00 45.0 5361.17 0.00 768.80 0.96 <br /> 35 84.36 39.39 5.7 6.65 6.68 1 0.00 45.0 4332.99 0.00 627.10 0.97 <br /> 36 91.01 29.05 5.7 6.65 6.68 1 0.00 45.0 3195.63 0.00 462.49 0.97 <br /> 37 97.66 17.96 3.7 6.67 6.68 1 0.00 45.0 1975.29 0.00 288.91 0.98 <br /> 38 104.33 5.99 3.7 6.67 6.68 1 0.00 45.0 658.43 0.00 96.30 0.98 <br /> -------- ------- ---------- <br /> X-S Area: 2802.27 Path Length: 253.97 X-S Weight: 308249.25 <br /> DATA: Analysis 3 <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: -120.63 YL: 8555.26 XR: 111.00 YR: 8463.00 <br /> Centre: XC: 128.80 YC: 8844.58 Radius: R: 382.00 <br /> Variable Restraints <br /> ------------------- <br /> Parameter descriptor: XL XR R <br /> Range of variation: 150.00 150.00 10.00 <br /> Trial positions within range: 50 50 50 <br /> - -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- - <br />