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YI <br />Soil Total Saturated Cohesion Friction Pore Pressure Piez. <br />Type Unit Wt. Unit Wt. Intercept Angle Pressure Constant Surface <br />No. (pcf) (pcf) (psf) (deg) Param. (psf) No. <br />1 130.0 135.0 447.0 19.0 .00 .0 1 <br />2 130.0 135.0 2000.0 .0 .00 .0 1 <br />1 <br />A Critical Failure Surface Searching Method, Using A Random <br />Technique For Generating Circular Surfaces, Has Been Specified. <br />20 Trial Surfaces Have Been Generated. <br />10 Surfaces Initiate From Each Of 2 Points Equally Spaced <br />Along The Ground Surface Between X = 300.00 ft. <br />and X = 500.00 ft. <br />Each Surface Terminates Between X = 600.00 ft. <br />and X =1000.00 ft. <br />Unless Further Limitations Were Imposed, The Minimum Elevation <br />At Which A Surface Extends Is Y = 12.00 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 <br />Failure Surface Specified By 48 Coordinate Points <br />Point X-Surf Y-Surf <br />No. (ft) (ft) <br />1 500.00 185.00 <br />2 508.92 180.48 <br />3 518.00 176.28 <br />4 527.22 172.42 <br />5 536.58 168.89 <br />6 546.05 165.70 <br />7 555.64 162.86 <br />8 565.33 160.37 <br />9 575.09 158.23 <br />10 584.93 15fi.44 <br />