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Piezometric Surface No. 1 Specified by 3 Coordinate Points <br /> Point X-Water Y-Water <br /> No. (ft) (ft) <br /> 1 147.70 67.00 <br /> 2 190.00 79.00 <br /> 3 240.00 79.00 <br /> A Horizontal Earthquake Loading Coefficient <br /> Of0.170 Has Been Assigned <br /> A Vertical Earthquake Loading Coefficient <br /> Of0.000 Has Been Assigned <br /> Cavitation Pressure= 0.0 psf <br /> A Critical Failure Surface Searching Method,Using A Random <br /> Technique For Generating Circular Surfaces, Has Been Specified. <br /> 225 Trial Surfaces Have Been Generated. <br /> 15 Surfaces Initiate From Each Of 15 Points Equally Spaced <br /> Along The Ground Surface Between X= 10.00 ft. <br /> and X= 150.00 ft. <br /> Each Surface Terminates Between X=215.00 ft. <br /> and X=240.00 ft. <br /> Unless Further Limitations Were Imposed, The Minimum Elevation <br /> At Which A Surface Extends Is Y= 0.00 ft. <br /> 10.00 ft. Line Segments Define Each Trial Failure Surface. <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 * * <br /> Failure Surface Specified By 9 Coordinate Points <br /> Point X-Surf Y-Surf <br /> No. (ft) (ft) <br />