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GALENA 7.1 Analysis Results Version:7.10.1.04 Licensee:Greg Lewicki and Associates <br /> Project:Caldwell Nesselhuf Pit <br /> File: E:\Work\GLA Dropbox\Ben Langenfeld\United Companies\Caldwell Nesselhuf\Slo...\Caldwell <br /> Nesselhuf Pit Slope Stability.gmf <br /> Processed: 10 Jan 2025 15:28:40 <br /> DATA:Analysis 1 -Reclaimed Condition <br /> Material Properties(4 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 /> Material: 4(Mohr-Coulomb Isotropic)-Slurry Wall <br /> Cohesion Phi UnitWeight Ru <br /> Unsaturated: 0.00 0.0 112.00 Auto <br /> Saturated: 0.00 0.0 115.00 Auto <br /> Water Properties <br /> Unit weight of water:62.400 Unit weight of water/medium above ground: 0.000 <br /> Material Profiles(1 profile) <br /> Profile: 1 (2 points) Material beneath: 1 -Sand and gravel,mixed grain size <br /> 0.00 4265.00 300.00 4265.00 <br /> Slope Surface(4 points) <br /> 0.00 4265.00 100.00 4265.00 205.00 4230.00 300.00 4230.00 <br /> Phreatic Surface(2 points) <br /> 0.00 4225.00 300.00 4225.00 <br /> Piezometric Surfaces(1 surface) <br /> Failure Surface <br /> Initial circular surface for critical search defined by:XL,XR,R <br />