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aacr'ovv�t.00s <br /> t1►� Page 3 of 3 <br /> +'t►.. <br /> vropeny Valua <br /> Slope Angle(') 95 <br /> Slope Height(ft) 70 <br /> Upper Slope Angle(') 2 <br /> Toppling Joint Spacing(ft) 0.9 <br /> Toppling Joint Dip(') 76 <br /> Overall Base Inclination(') 35 <br /> Rock Properties <br /> property Valve <br /> Rock Unit Weight(Ibs/ft3) 172 <br /> Base Shear Strength Model Mohr-Coulomb <br /> Base Cohesion(lbs/ft2) 450 <br /> Base Friction Angle(') 35 <br /> Base Tensile Strength(Ibs/ft2) 1044DO <br /> Toppling Joint Shear Strength Model Mohr-Coulomb <br /> Toppling Joint Cohesion(Ibs/ft2) 450 <br /> Toppling Joint Friction Angle(') 35 <br /> Toppling Jaint Tensile Strength(Ibs/ft2) 104400 <br /> MQ All Data Individual Bench 6600 Direct Toppling East Facing.rtop GEI Consultants, Inc 5/24/2017, 3:20:30 PM <br />