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0 <br /> N <br /> Material Name 7Colornit Weight Strength Type Cohesion Phi Allow PC a PC b Water Surface <br /> (lbs/ft3) (psf) (deg) Sliding <br /> Composite Ore 125 Mohr-Coulomb 1500 34.5 Piezometric Line 1 <br /> Foundation(Fill) 120 Mohr-Coulomb 0 35 None <br /> 0 Foundation <br /> 0 Ll 153 Infinite strength Yes None <br /> (Intact) <br /> Composite Liner ■ <br /> Interface 120 Power Curve 1.2 0.9 None <br /> J <br /> in <br /> Method Name nF5 <br /> Spencer 1.4 <br /> GLE/Morgenstern-Price 1.4 <br /> 0 <br /> 0 <br /> B <br /> 0 <br /> 1 <br /> 0 <br /> 0 <br /> o . <br /> ♦��:�c������uu����cs�C10 <br /> 0 <br /> 0 <br /> G) <br /> 500 1000 1500 2000 2500 3000 3500 4000 4500 <br /> Phase 3 Valley Leach Facility Stability Analysis <br /> ■ENewFields AnaiysisDescnpb'on Section 2 -Static <br /> Drawn By MGW Scale 1:5000 Commny Cripple Creek and Victor Mine <br /> 11SLIDEINTERPRET 8.020 1 <br /> Date Pnnted 11/13/2019 File Name Section 2 Updated - North VLF Pit Slope -py.slmd <br />