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GALENA 7.1 Analysis Results Version:7.10.1.04 Licensee:Greg Lewicki and Associates <br /> Project:Amick Pit <br /> File: E:\Work\GLA Dropbox\Ben Langenfeld\United Companies\Amick Pit\Slope Stability\Amick Pit Slope <br /> Sta b i lity.gmf <br /> Processed: 10 Jan 2025 15:52:52 <br /> DATA:Analysis 1 -Reclaimed Condition <br /> Material Properties(3 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)-OB-loose sand,mixed grain size <br /> Cohesion Phi UnitWeight Ru <br /> 0.00 34.0 99.00 Auto <br /> Material: 3(Mohr-Coulomb Isotropic)-Bedrock-claystone <br /> Cohesion Phi UnitWeight Ru <br /> 20000.00 25.0 110.00 Auto <br /> Water Properties <br /> Unit weight of water:62.400 Unit weight of water/medium above ground: 0.000 <br /> Material Profiles(2 profiles) <br /> Profile: 1 (2 points) Material beneath: 2-OB-loose sand,mixed grain size <br /> 0.00 6600.00 300.00 6600.00 <br /> Profile: 2(2 points) Material beneath: 1 -Sand and gravel, mixed grain size <br /> 0.00 6597.00 300.00 6597.00 <br /> Slope Surface(4 points) <br /> 0.00 6600.00 100.00 6600.00 145.00 6585.00 300.00 6585.00 <br /> Phreatic Surface(2 points) <br /> 0.00 6540.00 300.00 6540.00 <br /> Failure Surface <br /> Initial circular surface for critical search defined by:XL,XR,R <br /> Intersects: XL: 100.30 YL: 6599.90 XR: 143.40 YR: 6585.53 <br /> Centre: XC: 168.74 YC: 6733.38 Radius: R: 150.00 <br /> Variable Restraints <br />