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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 7.750 <br /> 7-Jun-17 18:05 Bench Width below El. 7000: 30 ft <br /> Bench Face Angle: 90' <br /> Intermediate Bench Width: 40 ft <br /> Factor of Safety 1.22 <br /> Material Properties: 7.250 <br /> Shear Strain Rate Contours y - 164 pcf <br /> 2.00E-05 c' = 295.0 psi = 42475 psf <br /> 4.00E-05 V =g 8' <br /> 6.00E-05 <br /> 8.00E-05 <br /> 6.750 <br /> 1.00E-04 <br /> 1.20E-04 <br /> Contour interval= 2.00E-05 <br /> (Zero contour Omlfted) 6,250 <br /> Grid plot <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: <br /> Morrison Quarry Case 5-1 <br /> 1.The Factor of Safety (FS)value shown is for the 1 <br /> South Quarry Highwall <br /> critical failure surface. Proposed Benching <br /> Jefferson County, CO �El Consultants Sensitivity Analysis Results <br /> Aggregate Industries June 2017 Figure C-23 <br />