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32 13.98 1.44 18.5 2.73 2.88 1 0.00 45.0 158.52 0.00 50.09 0.91 <br /> 33 16.72 1.45 18.5 2.73 2.88 1 0.00 45.0 159.69 0.00 50.46 0.91 <br /> 34 19.45 1.40 17.6 2.75 2.88 1 0.00 45.0 154.28 0.00 48.84 0.91 <br /> 35 22.20 1.28 17.6 2.75 2.88 1 0.00 45.0 140.71 0.00 44.54 0.91 <br /> 36 24.94 1.10 16.8 2.76 2.88 1 0.00 45.0 121.50 0.00 38.55 0.91 <br /> 37 27.70 0.86 16.7 2.76 2.88 1 0.00 45.0 94.53 0.00 29.99 0.91 <br /> 38 30.46 0.56 15.9 2.77 2.88 1 0.00 45.0 61.31 0.00 19.50 0.92 <br /> 39 33.23 0.18 15.9 2.77 2.88 1 0.00 45.0 20.24 0.00 6.44 0.92 <br /> -------- ------- ---------- <br /> X-S Area: 104.67 Path Length: 109.48 X-S Weight: 11513.65 <br /> DATA: Analysis 4 <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: -64.00 YL: 8531.67 XR: 36.00 YR: 8488.00 <br /> Centre: XC: 139.32 YC: 8860.95 Radius: R: 387.00 <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 />