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JOB TITLE : South Quarry Highwall- Sensitivity (`10"3) <br /> FLAC/SLOPE (Version 7.00) 8250 <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 18:04 Bench Width below El. 7000: 30 ft <br /> Bench Face Angle: 900 <br /> Intermediate Bench Width: 30 ft <br /> Factor of Safety 1.40 <br /> Shear Strain Rate Contours Material Properties: 7.250y - 164 pcf <br /> 5.00E-05 c' = 340.8 psi = 49080 psf <br /> 1.00E-04 = 7.8a <br /> 1.50E-04 <br /> 2.00E-04 <br /> 6.750 <br /> 2.50E-04 <br /> 3.00E-04 <br /> Contour interval= 5.00E-05 <br /> (zero contour omitted) 6.250 <br /> Grid plot <br /> 0 1E 3 <br /> 5.750 <br /> 5250 <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 7-2 <br /> 1. The Factor of Safety(FS)value shown is for the <br /> Sou <br /> critical failure surface. South Quarry ll <br /> Highwa Proposed Benching <br /> Jefferson County, CO ElConsultants Sensitivity Analysis Results <br /> Aggregate Industries June 2017 Figure C-26 <br />