Laserfiche WebLink
JOB TITLE : South Quarry Highwall- local (-10^3) <br /> FLAC/SLOPE (Version 7.00) Configuration: e.250Bench Height above El. 7000: 40 ft <br /> Bench Width above El. 7000: 40 ft <br /> LEGEND Bench Height below El. 7000: 70 ft <br /> Bench Width below El. 7000: 30 ft <br /> Bench Face Angle: 90' T750 <br /> 6-Jun07 16.24 Intermediate Bench Width: 100 ft <br /> Material Properties: <br /> Factor of Safety 1.34 y = 160 pcf <br /> c' = 64.2 psi = 9245 psf 7.250 <br /> Shear Strain Rate Contours V - 21 8° <br /> 5.00E-06 <br /> 1.00E-05 <br /> 1.50E-05 <br /> 2.00E-05 6.750 <br /> 2.50E-05 <br /> 3.00E-05 <br /> 3.50E-05 <br /> 4.00E-05 <br /> 6.250 <br /> Contour interval= 5.00E-06 <br /> (zero contour omitted) <br /> Grid plot <br /> I <br /> 0 1 E 3 5.750 <br /> 5.250 <br /> Morrison Quarry <br /> -0.750 -0.250 0.250 0.750 1.250 1.750 <br /> (*109) <br /> Notes: Morrison Quarry Case 2 <br /> 1. The Factor of Safety(FS)value shown is for the <br /> South Quarry <br /> critical failure surface. Jefferson County, COCounty, <br /> y, C Proposed Benching <br /> GEl Consultants Stability Results <br /> Aggregate Industries June 2017 Figure C-2 <br />