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250 <br />200 <br />150 <br />100 <br />50 <br />0 <br />-50 <br />-100 <br />-150 <br />0 50 100 150 200 250 300 350 400 450 500 <br />Version 6.10 <br />Proiect Sullivan Pit <br />Mining Slope - Cross section E -E' - CO 9 <br />File: C:1UserslpshlMy ProjectslZZ Stability Analysis - GalenalSullivan M20150171Sullivan EE Mining Slope.gmf <br />550 600 <br />Analysis 1 <br />Single Stability Analysis <br />Method: Bishop Simplified <br />Surface: Circular <br />Results <br />Factor of Safety: 1.41 <br />Edited: 5 Oct 2015 Processed.5 Oct 2015 <br />US Dept of Interior - Office of Surface Mining <br />