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GALENA 7.1 Analysis Results Version:7.10.1.04 Licensee:Greg Lewicki and Associates <br /> Project: North River Pit <br /> File: E:\Work\GLA Dropbox\Ben Langenfeld\United Companies\North River Pit\Slope Stability\North Pit <br /> Slope Stability.gmf <br /> Processed:28 Apr 2025 15:50:08 <br /> DATA:Analysis 1 -Active Mining 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 and soil-loose sand,mixed grain si <br /> Cohesion Phi UnitWeight Ru <br /> 0.00 34.0 99.00 Auto <br /> Material: 3(Mohr-Coulomb Isotropic)-Bedrock-shale <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: 62.400 <br /> Material Profiles(2 profiles) <br /> Profile: 1 (2 points) Material beneath: 2-OB and soil-loose sand, mixed grain si <br /> 0.00 4040.00 400.00 4040.00 <br /> Profile: 2(2 points) Material beneath: 1 -Sand and gravel, mixed grain size <br /> 0.00 4039.00 400.00 4039.00 <br /> Slope Surface(4 points) <br /> 0.00 4040.00 250.00 4040.00 330.00 4000.00 400.00 4000.00 <br /> Phreatic Surface(2 points) <br /> 0.00 4020.00 400.00 4020.00 <br /> Piezometric Surfaces(1 surface) <br /> Failure Surface <br />