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0 <br /> N <br /> Material Name Color Unit Weight Strength Type Cohesion Phi Allow PC a PC b Water Surface <br /> (lbs/ft3) (psf) (deg) Sliding <br /> / 0.07 <br /> j Composite Ore L 125 Mohr-Coulomb 1500 34.5 Piezometric Line 1 <br /> Foundation(Fill) a 120 Mohr-Coulomb 0 35 None <br /> o o D (Intact)Foundation 11 <br /> a 153 Infinite strength Yes None <br /> Composite Liner ® 120 Power Curve 1.2 0.9 None <br /> Interface <br /> o Min <br /> 00 Method Name FS <br /> Spencer 1.2 <br /> GLE/Morgenstern-Price 1.2 <br /> oo <br /> LO <br /> 1 <br /> 7 <br /> o 1 <br /> 0 <br /> o . <br /> 0 <br /> 0 <br /> rn <br /> 500 1000 1500 2000 2500 3000 3500 4000 4500 <br /> Phase 3 Valley Leach Facility Stability Analysis <br /> NewFields Anatysis Description <br /> Section 2 - Pseudostatic <br /> Drawn By MGW Scale 1:5000 Company Cripple Creek and Victor Mine <br /> LIDEINTERPRET 8.020 Date Printed 11/13/2019 File Name Section 2 Updated - North VLF Pit Slope.slmd <br />