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O <br /> O <br /> Dist. iUpper Face Width <br /> 6.12,6.257 ft <br /> 1C) <br /> 00 <br /> Upper Face Height Upper Face Angle 2.0° <br /> 0.219 ftj <br /> 0 <br /> 0 <br /> Driving Force 36982.81 Ibs/ft <br /> 0 <br /> a <br /> Wedge Height <br /> 70.000 ft <br /> Normal Force 6521.07 Ibs/ft <br /> 0 I <br /> N <br /> Slope Angle 85.0 ° <br /> Failure Plane Angle 80.0 ° <br /> Factor of Safety 1.09 <br /> Driving Force 36982.81 Ibs/ft <br /> Resisting Force 40416.82 Ibs/ft <br /> Wedge Weight 37553.33 Ibs/ft <br /> Wedge Volume 218.33 ft^3/ft <br /> o Shear Strength 514.04 psf <br /> N Shear Resistance 36651.88 Ibs/ft <br /> i <br /> Normal Force 6521.07 Ibs/ft <br /> Plane Waviness 30.0° <br /> -80 -60 -40 -20 0 20 40 60 80 100 120 140 <br /> Project <br /> Morrison Quarry: Summary of Geotechnical Data 2014 - 2016 <br /> AnalysisDesuiption Individual Bench - Planar Wedge Stability Analysis <br /> y Drawn By SM] Company GEI Consultants, Inc <br /> ROCPLANE 3.005 Date 5/24/2017, 9:48:25 AM File Name MQ All Data 2014-2016.pin <br />