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aaaunE 3.00s <br /> @A*�_ Morrison Quarry: Summary of Geotechnical Data 2014-2016: Page 1 of 1 <br /> RocPlane Analysis Information <br /> Morrison Quarry: Summary of Geotechnical Data 2014 - 2016 <br /> Project Summary <br /> File Name MQ All Data 2014-2016.pin <br /> Project Title Morrison Quarry:Summary of Geotechnical Data 2014-2016 <br /> Analysis Global-Planar Wedge Stability Analysis <br /> Author SMJ <br /> Company GEI Consultants,Inc <br /> Date Created 5/24/2017,9:48:25 AM <br /> Comments <br /> Bench 6950 <br /> Section A 1+90-2+40 <br /> Collected 2015 <br /> Overall Stability for Pit Slope <br /> Analysis Results <br /> Analysis Type-Deterministic <br /> Normal Force 202671 Ibs/ft <br /> Driving Force 170062 Ibs/ft <br /> Resisting Force 303869 Ibs/ft <br /> Factor of Safety 1.78682 <br /> Geometry <br /> Slope Height 70 ft <br /> Wedge Weight 264569 Ibs/ft <br /> Wedge Volume 1538.19 ft^3/ft <br /> Wedge Height 62.4534 ft <br /> Unit Weight 172 Ibs/ft3 <br /> Slope Angle 67° <br /> Failure Plane Angle 40° <br /> Upper Face Angle 2° <br /> Bench Width Soft <br /> Wedge Height 62.4534 ft <br /> Waviness 30° <br /> Intersection Point(B)of slope and upper face (26.5099,62.4534) <br /> Intersection point(C)of failure plane and upper face (76.5099,64.1994) <br /> Upper face length(B-->C) 50.0305 ft <br /> Failure plane length(Origin-->C) 99.8766 ft <br /> Wedge Slope length(Origin-->B) 67.8469 ft <br /> Tension Crack Not Present <br /> Strength <br /> Shear Strength Model Mohr-Coulomb <br /> Friction Angle 35° <br /> Cohesion 4501bs/ft2 <br /> Shear Strength 1870.871bs/ft2 <br /> Shear Resistance 186857 Ibs/ft <br /> MQ All Data 2014-2016.pin GEI Consultants,Inc 5/24/2017, 9:48:25 AM <br />