Laserfiche WebLink
Driving force llbs] 271600 <br /> Resisting force[lbs] 421596 <br /> Failure Mode <br /> Sliding on jointl <br /> Joint Sets 1&2 line of Intersection <br /> Plunge[deg] Trend[deg] length[ft] <br /> 70.349 226.889 42.733 <br /> Trace lengths <br /> Slope Face[ft] Upper Face[ft] <br /> Joint 1 58.363 33.278 <br /> Joint 2 40.728 7.612 <br /> Persistence <br /> Joint 1[ft] 58.3628 <br /> Joint 2[ft] 42.7331 <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 73.000 258.000 <br /> Joint Set 2 83.000 157.000 <br /> Slope 85.000 270.000 <br /> Upper Face 2.000 270.000 <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 /> AnalysisDescrp6on Individual Bench - Surface Wedge Stability Analysis <br /> Drawn By Company <br /> SMJ GEI Consultants, Inc <br /> SWEDGE 6.013 <br /> Date 5/24/2017i 10:52:23 AM File Name MQ All Data 2015.swd <br />