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1 80.0 90.0 288.0 30.0 .00 .0 1 <br />2 58.0 68.0 300.0 39.0 .00 .0 1 <br />A Horizontal Earthquake Loading Coefficient <br />Of .100 Has Been Assigned <br />A Vertical Earthquake Loading Coefficient <br />Of .100 Has Been Assigned <br />Cavitation Pressure = .0 psf <br />1 <br />A Critical Failure Surface Searching Method, Using A Random <br />Technique For Generating Circular Surfaces, Has Been Specified. <br />100 Trial Surfaces Have Been Generated. <br />10 Surfaces Initiate From Each Of 10 Points Equally Spaced <br />Along The Ground Surface Between X = 200.00 ft. <br />and X = 400.00 ft. <br />Each Surface Terminates Between X = 500.00 ft. <br />and X = 650.00 ft. <br />Unless Further Limitations Were Imposed, The Minimum Elevation <br />At Which A Surface Extends Is Y =100.00 ft. <br />10.00 ft. Line Segments Define Each Trial Failure Surface. <br />1 <br />Following Are Displayed The Ten Most Critical Of The Trial <br />Failure Surfaces Examined. They Are Ordered - Most Critical <br />First. <br />* * Safety Factors Are Calculated By The Modified Bishop Method t <br />Failure Surface Specified By 44 Coordinate Points <br />Point X-Surf Y-Surf <br />No. (ft) (ft1 <br />1 200.00 134.95 <br />2 209.91 133.61 <br />3 219.85 132.52 <br />4 229.82 131.68 <br />5 239.80 131.09 <br />