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Driving force jibs] 1.13348e+007 <br /> Resisting force[lbs] 1.13759e+007 <br /> Failure Mode <br /> Sliding on jointl <br /> Joint Sets 1&2 line of Intersection <br /> Plunge[deg] Trend[deg] Length[ftJ <br /> 67.974 127.910 76.067 <br /> Trace Lengths <br /> Slope Face[ft] Upper Face[ft] <br /> Joint 1 443.450 418.686 <br /> Joint 2 79.274 22.736 <br /> Persistence <br /> Joint 1[ft] 443.45 <br /> Joint 2(ft) 79.2743 <br /> Intersection Angles <br /> Slope Face Upper Face <br /> Joint 1 &Joint 2 53.305 38.520 <br /> Joint 1 &Crest 9.117 2.023 <br /> Joint 2&Crest 117.578 139.457 <br /> Dip and Dip Direction <br /> Dip[deg] Dip Direction(deg] <br /> Joint Set 1 73.000 87.000 <br /> Joint Set 2 68.000 125.000 <br /> Slope 85.000 85.000 <br /> Upper Face 2.000 85.000 <br /> Joint Set 1 Data <br /> Cohesion[psf] 450 <br /> Friction Angle[deg] 35 <br /> Waviness Angle[deg] 30 <br /> Project <br /> Morrison Quarry: Summary of Geotechnical Data 2014 <br /> Ana/ysisDescnpbon Individual Bench - Surface Wedge Stability Analysis <br /> Drawn By Company <br /> SMJ GEI Consultants, Inc <br /> weooe 6.013 Date 5/24/2017, 10:52:23 AM Fle Name MQ All Data 2014.swd <br />