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Unit Weight Cohesion Phi 7avinessMaterial Name Color (lbs/ft3) Strength Type (psf) (deg) PC a PC b PC c PC ddeg) Water Surface Ru <br /> 0 Ore 110 Mohr-Coulomb 1500 34.5 Piezometric Line 1 <br /> 0 <br /> Foundation 153 Infinite strength None 0 <br /> (Intact) <br /> Composite Liner <br /> 120 Power Curve 1.2 0.9 0 0 0 None 0 <br /> Interface <br /> 0 <br /> 0 <br /> Method Name Min <br /> FS <br /> Spencer 2.0 <br /> GLE/Morgenstern-Price 2.0 <br /> 0 <br /> 0 <br /> to <br /> o - <br /> 0 <br /> 0 <br /> 0 <br /> 0 1 <br /> 0 <br /> Lo <br /> rn \ <br /> 0 <br /> 0 <br /> 0 <br /> rn <br /> 0 500 1000 1500 2000 2500 3000 3500 4000 4500 <br /> Phase 3 Valley Leach Facility Stability Analysis <br /> E'NewFields AnatysisDesc"'on Section 3 - Static <br /> Drawn By MGW Scale 1:5800 Company Cripple Creek and Victor Mine <br /> LIDE[MTERPRET 8.020 Date Printed 11/13/2019 File Name Section 3 - South VLF Slope.slmd <br />