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Driving force itbs] 1.4556e+006 <br /> Resisting force[lbs] 1.5348e+006 <br /> Failure Mode <br /> Sliding on jointl <br /> Joint Sets 1&2 line of Intersection <br /> Plunge[deg] Trend[deg] Length[ft] <br /> 70.349 46.889 74.783 <br /> Trace Lengths <br /> Slope Face[ft] Upper Face[ft] <br /> Joint 1 102.135 58.236 <br /> Joint 2 71.274 13.321 <br /> Persistence <br /> Joint 1[ft] 102.135 <br /> Joint 2[ft] 74.7829 <br /> Intersection Angles <br /> Slope Face Upper Face <br /> Joint 1 &Joint 2 36.888 101.077 <br /> Joint 1 &Crest 43.471 12.136 <br /> Joint 2 &Crest 99.641 66.787 <br /> Dip and Dip Direction <br /> Dip[deg] Dip Direction[deg] <br /> Joint Set 1 73.000 78.000 <br /> Joint Set 2 83.000 337.D00 <br /> Slope 85.000 90.000 <br /> Upper Face 2.000 90.000 <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 2015 <br /> Analyss°e-ryp`on Individual Bench - Surface Wedge Stability Analysis <br /> Drawn By SMJ Company GEI Consultants, Inc <br /> jj Date 5/24/2017 File Name Q <br /> WEDGE 6.013 , 10:52:23 AM M All Data 2015.swd <br />