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36 115.17 1.03 49.3 0.40 0.61 2 0.00 34.0 102.45 0.00 142.40 0.85 <br /> 37 115.57 0.85 49.3 0.40 0.61 2 0.00 34.0 84.18 0.00 117.01 0.85 <br /> 38 115.97 0.65 50.5 0.39 0.61 2 0.00 34.0 64.08 0.00 89.60 0.85 <br /> 39 116.36 0.46 50.5 0.39 0.61 2 0.00 34.0 45.96 0.00 64.25 0.85 <br /> 40 116.74 0.27 51.8 0.38 0.61 2 0.00 34.0 26.94 0.00 37.90 0.86 <br /> 41 117.12 0.09 51.8 0.38 0.61 2 0.00 34.0 8.98 0.00 12.63 0.86 <br /> X-S Area: 36.99 Path Length: 23.21 X-S Weight: 3908.76 <br /> DATA: Analysis 2 <br /> Material Properties (2 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) - Loose sand, mixed grain size <br /> Cohesion Phi UnitWeight Ru <br /> 0.00 34.0 99.00 Auto <br /> Water Properties <br /> Unit weight of water: 62.400 Unit weight of water/medium above ground: 62.400 <br /> Material Profiles (2 profiles) <br /> Profile: 1 (2 points) Material beneath: 2 - Loose sand, mixed grain size <br /> 0.00 15.00 500.00 15.00 <br /> Profile: 2 (2 points) Material beneath: 1 - Sand and gravel, mixed grain size <br /> 0.00 10.00 500.00 10.00 <br /> Slope Surface (4 points) <br /> 0.00 0.00 100.00 0.00 115.00 15.00 500.00 15.00 <br /> Phreatic Surface (2 points) <br /> 0.00 8.00 500.00 8.00 <br /> Piezometric Surfaces (1 surface) <br /> Surface within profile: 1 (2 points) - Loose sand, mixed grain size <br /> 0.00 8.00 500.00 8.00 <br /> Failure Surface (Critical, from previous analysis) <br /> Initial circular surface for critical search defined by: XL,XR,R <br /> Intersects: XL: 100.00 YL: 0.00 XR: 117.50 YR: 15.00 <br /> Centre: XC: 72.75 YC: 49.50 Radius: R: 56.50 <br /> Variable Restraints <br /> Parameter descriptor: XL XR R <br />