Laserfiche WebLink
Swedge Analysis Information <br /> Morrison Quarry: Summary of Geotechnical Data 2016 <br /> Project Summary <br /> File Name MQ All Data 2016.swd <br /> Project Title Morrison Quarry:Summary of Geotechnical Data 2016 <br /> Analysis Individual Bench-Surface Wedge Stability Analysis <br /> Author smi <br /> Company GEI Consultants,Inc <br /> Date Created 5/24/2017,10:52:23 AM <br /> Comments <br /> Bench 7113 <br /> Section E 5+40-6+75 <br /> Collected in 2016 <br /> Worst case scenario in 2016 <br /> Analysis Results <br /> Analysis type-Deterministic <br /> Safety Factor 1.12561 <br /> Wedge height(on slope)[ft] 70 <br /> Bench width(on upper face)[ft] 11.7709 <br /> Wedge volume[ft3] 19105.5 <br /> Wedge weight[lbs] 3.28614e+006 <br /> Wedge area(jointl)[ft2] 470.969 <br /> Wedge area(joint2)[ft2] 4856.77 <br /> Wedge area(slope)[ft2] 4902.93 <br /> Wedge area(upper face)[ft2] 821.817 <br /> Failure Mode <br /> Sliding on intersection line(joints 1&2) <br /> Joint Sets 1&2 line of Intersection <br /> Plunge[deg] Trend[deg] Length[ft] <br /> 75.535 99.876 72.716 <br /> Project <br /> Morrison Quarry: Summary of Geotechnical Data 2016 <br /> �.� Ana/ysisDescnp6on Individual Bench - Surface Wedge Stability Analysis <br /> Drawn By Company <br /> SMJ GEI Consultants, Inc <br /> wEDGE6.013 Date 5/24/2017, 10:52:23 AM Fite Name MQ All Data 2016.swd <br />