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Material Kevs <br /> Working Platform <br /> Sand and Gravel <br /> Slurry Wall <br /> 4740 <br /> Weathered Bedrock <br /> Bedrock <br /> 4720 <br /> 4700 <br /> Location of Structure <br /> 1 <br /> 4680 <br /> 4660 <br /> 4640 <br /> 4620 <br /> 4600 <br /> Analysis 1 <br /> 4580 Single Stability Analysis <br /> Method: Spencer-Wright <br /> Surface: Circular <br /> 4560 <br /> Results <br /> -150 -100 -50 0 50 <br /> Factor of Safety., 3.54 <br /> GLENA version 6 10 Interslice Force(Final)Angle: 10.6 <br /> Pr iect Martin Marietta-Greeley 35th Ave <br /> Edited 23 Feb 2015 Processed23 Feb 2015 <br /> 3:1 Final Slope <br /> File: C:\Users\psh\My Projects\aWeld Co\Martin Marietta-Greeley 35th Ave Pit-M1977036\35th Sloped wet.gmf US Dept of Interior-Office of Surface Mining <br />