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JOB TITLE : South Quarry Highwall- Sensitivity (•1OA3) <br /> FLAC/SLOPE (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 18:03 Bench Width below El. 7000: 30 ft <br /> Bench Face Angle: 90° <br /> Intermediate Bench Width: 30 ft <br /> Factor of Safety 1.21 <br /> Shear Strain Rate Contours Material Properties: 7250 <br /> y = 164 pcf <br /> 2.50E-05 c' = 295.5 psi =42545 psf <br /> 5.00E-05 <br /> 6.8° <br /> 7.50E-05 cp' = <br /> 1.00E-04 <br /> 1.25E-04 6.750 <br /> 1.50E-04 <br /> 1.75E-04 <br /> 2.00E-04 <br /> 6.250 <br /> Contour interval= 2.50E-05 <br /> (zero contour omitted) <br /> Grid plot <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 /> (`10^3) <br /> Notes: Morrison Quarry Case 7-1 <br /> 1. The Factor of Safety(FS)value shown is for the South Quarry �1 <br /> critical failure surface. nt11 y, COProposed Benching <br /> Jefferson County, CSensitivity Analysis Results <br /> G'-' `I Consultants <br /> Aggregate Industries June 2017 Figure C-25 <br />