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GALENA 7.1 Analysis Results Version: 7.10.1.02 Licensee: Greg Lewicki and Associates <br /> Project: 23.25 Pit Slope Stability <br /> File: E:\Work\Dropbox\Elam\23.25 Pit\Slope Stability\23.25 Slope Stability.gmf Processed: 19 <br /> Oct 2018 16:47:34 <br /> DATA: Analysis 1 <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 <br /> Initial circular surface for critical search defined by: XL,XR,R <br /> Intersects: XL: 100.00 YL: 0.00 XR: 124.00 YR: 15.00 <br /> Centre: XC: 86.58 YC: 48.17 Radius: R: 50.00 <br /> Variable Restraints <br /> Parameter descriptor: XL XR R <br /> Range of variation: 0.00 13.00 13.00 <br />