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J, <br /> V0 <br /> NV <br /> N <br /> P.P. <br /> N, <br /> 71 <br /> 17 <br /> P-AcE I <br /> 7.—j- <br /> SOUTH Jij-pRff <br /> F-7 CENTIZ&L DUARP.V <br /> "er 7 D=0KI EL.GKC <br /> STU <br /> Figure 6-1. Plan view showing the proposed mine configuration for the South and West Quarry's, with <br /> thick red and blue lines showing the highwall orientations evaluated in the kinematic analyses. The <br /> contour shading shown represents the mining phase operations as noted. <br /> 6.3 Rock Slope Stability Analyses <br /> 6.3.1 General <br /> Slope stability analyses were performed using the software programs SLOPE/W (v10.9) and <br /> FLAC/Slope (v8.0) for a variety of considered stability cases. Each program utilizes a <br /> different numerical formulation (i.e., limit equilibrium for SLOPE/W and finite difference for <br /> FLAC/Slope) and both programs were utilized to provide a confirmation "check" on the <br /> results of each program. <br /> 28 <br /> Aggregate Industries—Morrison Quarry GEI Consultants, Inc. <br /> AM-07 Geotechnical Stability Exhibit November 2020 <br />