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8 400.00 726.00 <br /> 9 450.00 140.00 <br /> to sss.oo 1so.oD <br />• 77 s9o.oo 170.00 <br /> 12 675.00 790.00 <br /> 13 730.00 210.00 <br /> 74 880.00 290.00 <br />A Horizontal Earthquake Loading Coaff ici ent <br />Of .700 Nas Bem Assigned <br />A Vert ieal Earthquake Loading Coaff tai ent <br />Of .000 Has Been Assigned <br />Cavitation Pressure = .0 pef <br />A Critical Failure Surfeee Searching Method, Using A Random <br />Technique For Generating Cl rculsr Surfaces, Hes Been Specified. <br />375 Trial Surfaces Have Been Generated. <br />15 Surfaces Initiate From Eech Of 25 Points Equally Spaced <br />Along The Ground Surface Between X 100.00 ft. <br />end % = 250.00 ft. <br />Eech Surface Termi retes Between X = 400.00 fL. <br />aM X = 880.00 ft. <br />Unless Further Limitations Were Imposed, The Minims Elevatim <br />At Yhieh A Surfeee Extends Is T = .00 ft. <br />20.00 ft. Line Segments Define Eech Trial Failure Surface. <br />Following Are Displayed The Tm Most Critical Of The Trial <br />Failure Surfaces EXamined. They Are Ordered - Moat Critical <br />First. <br />• ' Safety Factors Are Calculated By The Modified Bishop Method <br />Failure Surfeee Specified By 44 Coordinate Points <br />Point X-Surf Y-Surf <br />No. (ft) (ft) <br /> <br />