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'o <br /> cfl <br /> Dist. to Slope Crest Upper Face Width <br /> 40.000 ft 8.003 ft <br /> o Upper Face Height <br /> 0.279 ftj Upper Face Angle 2.0° <br /> i <br /> Driving Force 17078.64 Ibs/ft <br /> N Wedge Height <br /> 40.000 ft <br /> Slope Angle 45.0 ° Normal Force 20353.53 Ibs/ft <br /> tFailure Plane Angle 40.0°o � Factor of Safety 3.17 <br /> Driving Force 17078.64 Ibs/ft <br /> Resisting Force 54201.50 Ibs/ft <br /> Wedge Weight 26569.65 Ibs/ft <br /> Wedge Volume 154.47 ft^3/ft <br /> Shear Strength 677.43 psf <br /> Shear Resistance 42450.38 Ibs/ft <br /> Normal Force 20353.53 Ibs/ft <br /> 0 <br /> N Plane Waviness 30.0° <br /> -20 0 20 40 60 80 100 <br /> Project <br /> Morrison Quarry: Summary of Geotechnical Data 2014 - 2016 <br /> AnaiyvsDes`npoon Global- Planar Wedge Stability Analysis <br /> Drawn By SMJ fft GEI Consultants, Inc <br /> ROCPLANE 3.005 Date 5/24/2017, 9:48:25 AM I <br /> File Name MQ All Data 2014-2016.pin <br />