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Safety Factor <br /> 0.0 <br /> 0.3 0.5 0.14 <br /> 0.8 <br /> 1.0 <br /> 0 1.3 Unit Weight Cohesion Phi <br /> 1.5 Material Name Color Strength Type <br /> (Ibs/ft3) (psf) (deg) <br /> 1.8 <br /> 2.0 Method Name Min FS Select Structural Fill ® 125 Mohr-Coulomb 0 39 <br /> 2.3 <br /> 2.5 Spencer 1.3 Composite Liner ■ 120 Mohr-Coulomb 0 18 <br /> 2.8 I <br /> 3.0 GLE/Morgenstern-Price 1.3 <br /> Overburden Material ® 125 Mohr-Coulomb 0 39 <br /> 3.3 <br /> 3.5 <br /> 3.8 <br /> 4.0 <br /> 0 4.3 <br /> 0 4.5 <br /> 4.8 <br /> 5.0 Proposed Fill <br /> 5.3 <br /> 5.5 <br /> 5.8 <br /> 6.0+ <br /> 0 <br /> 0 25 50 75 100 125 150 175 200 225 250 275 <br /> CC&V Concentrate Stockpile Stability Analysis <br /> '=NewFields Analysis Description <br /> Section B- Pseudostatic, Circular Failuire <br /> Drawn By EN scale 1:350 Company NewFields <br /> LIDEINTERPRET 7.017 Date Printed 3/6/2017 File Name Section B- PS Circular_v2.slim <br />