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1 <br /> r , <br /> 1 <br /> \ 1 <br /> i <br /> � 1 <br /> Er-Ov l 51=' �I <br /> 1 <br /> -_IJTP.�L�J�PPi <br /> 1� ' Iyt,�� ♦- ST IFE e <br /> �+ f <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"cheek" 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 />