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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 (GLA)\United Companies\Carol Ann\Slope Stability\Carol Ann Slope Stability.gmf <br /> Processed: 18 Mar 2019 12:59:12 <br /> DATA: Analysis 1 <br /> Material Properties (2 materials) <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 /> 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 /> ---------------- <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 (1 I points) Material beneath: 1 - Sand and gravel, mixed grain size <br /> 0.00 6372.00 105.00 6375.00 192.00 6402.00 214.00 6402.00 242.00 6390.00 <br /> 262.00 6390.00 281.00 6396.00 294.00 6396.00 306.00 6394.00 335.00 6394.00 <br /> 345.00 6396.00 <br /> Slope Surface (5 points) <br /> ------------- <br /> 0.00 6372.00 105.00 6375.00 192.00 6402.00 214.00 6402.00 242.00 6390.00 <br /> Phreatic Surface (2 points) <br /> ---------------- <br /> 0.00 8.00 500.00 8.00 <br /> Failure Surface <br /> --------------- <br /> Initial circular surface for critical search defined by: XL,XR,R <br /> Intersects: XL: 99.00 YL: 6374.83 XR: 212.00 YR: 6402.00 <br /> Centre: XC: 110.76 YC: 6574.48 Radius: R: 200.00 <br /> Variable Restraints <br /> ------------------- <br /> Parameter descriptor: XL XR R <br /> Range of variation: 55.00 60.00 20.00 <br /> Trial positions within range: 20 20 10 <br />