Laserfiche WebLink
JOB TITLE : South Quarry Highwall- Sensitivity ('t0,13) <br /> FLAC/SLOPF (Version 7.00) 6.250 <br /> Configuration: <br /> LEGEND Bench Height above El. 7000: 40 ft <br /> Bench Width above El. 7000: 40 ft <br /> Bench Height below El. 7000: 70 ft 7 750 <br /> 7-Jun-17 18:11 Bench Width below El. 7000: 30 ft <br /> Bench Face Angle: 90' <br /> Intermediate Bench Width: 100 ft <br /> Factor of Safety 1.40 <br /> Material Properties:Shear Strain Rate Contours y - 164 pcf 7250 <br /> 2.50E-05 c' = 326.6 psi = 47030 psf <br /> 5.00E-05 = 7 5' <br /> 7.50E-05 <br /> 1.00E-04 <br /> 125E-04 6.750 <br /> 1.50E-04 <br /> Contour interval= 2.50E-05 <br /> (zero contour omitted) 6.250 <br /> Grid plot <br /> 0 1E 3 <br /> 5.750 <br /> 5.250 <br /> Morrison Quarry <br /> -0.750 -0250 0.250 0.750 1.250 1.750 <br /> (•10"3) <br /> Notes: Morrison Quarry Case 1-2 <br /> 1. The Factor of Safety(FS)value shown is for the <br /> South Quarry Highwall �JJ <br /> critical failure surface. Sou Proposed Benching <br /> Jefferson County, CO El Consultants Sensitivity Analysis Results <br /> Aggregate Industries June 2017 Figure C-20 <br />