Laserfiche WebLink
R0Ci0RPLE 1.005 <br /> 21►. Page 3 of 3 <br /> Slope Geometry <br /> property Vskm <br /> Slope Angle(') 85 <br /> Slope Height(ft) 40 <br /> Upper Slope Angle(') 2 <br /> Toppling Joint Spacing(ft) 0.75 <br /> Toppling Joint Dip(') 70 <br /> Overall Base Inclination(°) 35 <br /> Rock Properties <br /> vrotxrty Vabe <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 6900 Direct Toppling West Facing.rtop GEI Consultants, Inc 5/24/2017, 3:20:30 PM <br />