Laserfiche WebLink
JOB TITLE : South Quarry Highwall- Sensitivity (•10^3) <br /> FLAC/SLOPF (Version 7.00) 8.250 <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 T750 <br /> 7-Jun-17 18:08 Bench Width below El. 7000: 30 ft <br /> Bench Face Angle: 900 <br /> Intermediate Bench Width: 50 ft <br /> Factor of Safety 1.40 <br /> Shear Strain Rate Contours Material Properties: 7.250 <br /> y = 164 pcf <br /> 1.00E-04 c' = 332.9 psi =47940 psf <br /> 2.00E-04 <br /> cp' = 7.7° <br /> 3.00E-04 <br /> 4.00E-04 <br /> 5.00E-04 6.750 <br /> Contour interval= 1.00E-04 <br /> (zero contour omitted) <br /> Grid plot 6.250 <br /> 0 1E 3 <br /> 5.750 <br /> 5.250 <br /> Morrison Quarry <br /> -0.750 -0.250 0.250 0.750 1.250 1.750 <br /> ('10^3) <br /> Notes: Morrison Quarry Case 3-2 <br /> 1. The Factor of Safety(FS)value shown is for the <br /> critical failure surface. South Quarry Highwall Proposed Benching <br /> Jefferson County, CO GEl <br /> Sensitivity Analysis Results Consultants <br /> Aggregate Industries June 2017 Figure C-22 <br />