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0.0CfOPME I.WS <br /> Page 2 of 2 <br /> Property Value <br /> Slope Angle(') 85 <br /> Slope Height(ft) 70 <br /> Upper Slope Angle(') 2 <br /> Toppling Joint Spacing(ft) 1.6 <br /> Toppling Joint Dip(') 74 <br /> Overall Base Inclination(') 35 <br /> Rock Properties <br /> Propatty Value <br /> Rock Unit Weight(lbs/ft3) 172 <br /> Base Shear Strength Model Mohr-Coulomb <br /> Base Cohesion(lbs/ft2) 450 <br /> Base Friction Angle(') 35 <br /> Base Tensile Strength(lbs/ft2) 104400 <br /> Toppling Joint Shear Strength Model Mohr-Coulomb <br /> Toppling Joint Cohesion(lbs/ft2) 450 <br /> Toppling Joint Friction Angle(') 35 <br /> Toppling Joint Tensile Strength(lbs/ft2) 104400 <br /> MQ All Data Individual Bench 7000E Direct Toppling East Facing.rtop GEI Consultants,Inc 5/24/2017,3:20:30 PM <br />