Laserfiche WebLink
RIX.TOPPII:1.005 <br /> Page 2 of 2 <br /> Note:Index 1 is the toe of the slope. <br /> Slope Geometry <br /> Property Value <br /> Slope Angle(') 85 <br /> Slope Height(ft) 40 <br /> Upper Slope Angle(°) 2 <br /> Toppling Joint Spacing(ft) 1.2 <br /> Toppling Joint Dip(') 76 <br /> Overall Base Inclination(') 35 <br /> Rock Properties <br /> Property Value <br /> Rock Unit Weight(Ibs/ft3) 172 <br /> Base Shear Strength Model Mohr-Coulomb <br /> Base Cohesion(Ibs/ft2) 450 <br /> Base Friction Angle(') 35 <br /> Base Tensile Strength(Ibs/ft2) 104400 <br /> Toppling Joint Shear Strength Model Mohr-Coulomb <br /> Toppling Joint Cohesion(Ibs/ft2) 450 <br /> Toppling Joint Friction Angle(°) 35 <br /> Toppling Joint Tensile Strength(Ibs/ft2) 104400 <br /> MQ All Data_Individual Bench 6850 Direct Toppling West Facing.rtop GEI Consultants, Inc 5/24/2017,3:20:30 PM <br />