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Galena 5.01 Analysis Results Licensee: Office of Surface Mining <br />Project: Permit No. M-1987-049, Ready Mixed Concrete Co., Bromley Lakes Pit <br />File: C:\acs files\galena model files\Bromley Lakes Pit.gmf <br />Processed: 02 Oct 2009 18:47:56 <br />DATA: Analysis <br />1 - Near McCanne Ditch <br />Material Properties (4 materials) <br />Material: 1 <br />Cohesion <br />50.00 <br />Material: 2 <br />Cohesion <br />0.00 <br />Material: 3 <br />Cohesion <br />0.00 <br />Material: 4 <br />Cohesion <br />100.00 <br />(Mohr -Coulomb Isotropic) <br />Phi UnitWeight Ru <br />28.0 124.00 1.10 <br />(Mohr -Coulomb Isotropic) <br />Phi UnitWeight Ru <br />35.0 137.00 1.10 <br />(Mohr -Coulomb Isotropic) <br />Phi UnitWeight Ru <br />14.0 142.00 1.10 <br />(Mohr -Coulomb Isotropic) <br />Phi UnitWeight Ru <br />28.0 142.00 1.10 <br />Water Properties <br />Unit weight of water: 62.450 <br />Material Profiles (4 profiles) <br />Profile: 1 <br />- 20.00 <br />Profile: 2 <br />- 20.00 <br />Profile: 3 <br />- 20.00 <br />Profile: 4 <br />- 20.00 <br />(2 <br />(2 <br />(2 <br />(2 <br />points) <br />44.00 <br />points) <br />35.00 <br />points) <br />0.00 <br />points) <br />-3.00 <br />Slope Surface (8 points) <br />-20.00 0.00 <br />100.00 38.00 <br />Phreatic <br />Overburden <br />Sand and Gravel <br />Weathered Claystone <br />Intact Bedrock <br />Unit weight of water/medium above ground: 62.450 <br />Material beneath: 1 - <br />120.00 44.00 <br />Material beneath: 2 - <br />120.00 35.00 <br />Material beneath: 3 - <br />120.00 0.00 <br />Material beneath: 4 - <br />120.00 -3.00 <br />Surface (6 points) <br />- 20.00 0.00 <br />120.00 37.00 <br />Failure Surface <br />20.00 0.00 <br />105.00 42.00 <br />20.00 0.00 <br />Circular surface defined by: XL,XR,R <br />Intersects: XL: 0.20 YL: <br />Centre: XC: 19.97 YC: <br />Overburden <br />Sand and Gravel <br />Weathered Claystone <br />Intact Bedrock <br />0.00 <br />65.62 <br />20.10 <br />120.00 <br />68.00 <br />XR: <br />44.00 <br />42.00 <br />32.00 <br />85.00 YR: <br />Radius: R: <br />85.00 <br />89.00 <br />44.00 <br />68.53 <br />44.00 <br />40.00 <br />90.00 <br />102.00 <br />38.00 <br />40.00 <br />RESULTS: Analysis 1 - Near McCanne Ditch <br />Bishop Simplified Method of Analysis - Circular Failure Surface <br />