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Joint Set 2 Data <br /> Cohesion[psf] 450 <br /> Friction Angle[deg] 35 <br /> Waviness Angle[deg] 30 <br /> Slope Data <br /> Slope height[ft] 70 <br /> Bench width[ft] 50 <br /> Rock unit weight[lbs/ft3]: 172 <br /> Water pressures in the slope NO <br /> Overhanging slope face NO <br /> Externally applied force YES <br /> Tension crack NO <br /> Wedge Vertices <br /> Coordinates in Easting,Northing Up Format <br /> 1=Jointl,2=Joint2,3=Upper Face,4=Slope <br /> Point East North Up <br /> 124 0.000 0.000 0.000 <br /> 134 -44.262 435.648 70.000 <br /> 234 -9.300 36.027 70.000 <br /> 123 -22.507 17.528 70.516 <br /> Project <br /> Morrison Quarry: Summary of Geotechnical Data 2014 <br /> Ana/ysisDescription Individual Bench - Surface Wedge Stability Analysis <br /> 1 ♦y', _ Drawn By SMI Com,-ny GEI Consultants, Inc <br /> WEDGE 6.013 1 Date 5/24/2017, 10:52:23 AM File Name MQ All Data 2014.swd <br />