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35 114.17 0.33 52.9 0.34 0.57 2 0.00 34.0 32.27 0.00 46.59 0.82 <br /> 36 114.51 0.29 52.9 0.34 0.57 2 0.00 34.0 28.48 0.00 41.12 0.82 <br /> 37 114.85 0.11 54.0 0.15 0.25 2 0.00 34.0 10.81 0.00 36.29 0.83 <br /> 38 115.00 0.14 54.0 0.26 0.45 2 0.00 34.0 14.15 0.00 26.23 0.83 <br /> 39 115.26 0.05 54.0 0.26 0.45 2 0.00 34.0 4.72 0.00 8.74 0.83 <br /> X-S Area: 18.26 Path Length: 21.71 X-S Weight: 1948.24 <br /> DATA: Analysis 3 <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 70.00 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 <br /> Initial circular surface for critical search defined by: XL,XR,R <br /> Intersects: XL: 71.00 YL: 0.33 XR: 123.00 YR: 15.00 <br /> Centre: XC: 85.58 YC: 48.16 Radius: R: 50.00 <br /> Variable Restraints <br /> Parameter descriptor: XL XR R <br /> Range of variation: 1.00 28.00 5.00 <br />