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Swedge Analysis Information <br /> Morrison Quarry: Summary of Geotechnical Data 2014 <br /> Project Summary <br /> File Name MQ All Data 2014.swd <br /> Project Title Morrison Quarry:Summary of Geotechnical Data 2014 <br /> Analysis Individual Bench-Surface Wedge Stability Analysis <br /> Author SMJ <br /> Company GEI Consultants,Inc <br /> Date Created 5/24/2017,10:52:23 AM <br /> Comments <br /> Bench 7000 <br /> Section B 4+20-5+90 <br /> Collected in 2014 <br /> Worst case scenario in 2014 <br /> Analysis Results <br /> Analysis type-Deterministic <br /> Safety Factor 1.00363 <br /> Wedge height(on slope)[ft] 70 <br /> Bench width(on upper face)[ft] 14.7695 <br /> Wedge volume[ft3] 68911 <br /> Wedge weight[Ibs] 1.18527e+007 <br /> Wedge area(jointl)[ft2] 15441.5 <br /> Wedge area(joint2)[ft2] 864.713 <br /> Wedge area(slope)[ft2] 14093.8 <br /> Wedge area(upper face)[ft2] 2964.18 <br /> Effective Normal and Strength Properties <br /> Joint 1 Joint 2 <br /> Effective Normal force[Ibs] 3465390.004 0.000 <br /> Effective Normal stress[psf] 224.420 0.000 <br /> Shear Strength[psf] 607.141 0.000 <br /> Strength due to Waviness[psf] 129.569 0.000 <br /> Project <br /> Morrison Quarry: Summary of Geotechnical Data 2014 <br /> AnalysisA-scripbon Individual Bench - Surface Wedge Stability Analysis <br /> 1 Drawn By ompany <br /> C <br /> SMJ GEI Consultants, Inc <br /> WEDGE 6.013 1 <br /> Date 5/24/2017, 10:52:23 AM Fite Name MQ All Data 2014.swd <br />