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##************#*##x*#*#******##*** <br />PHREATIC SURFACE, <br />#*********#**t******************** <br />Point x-water y-water <br />No. (ft) (ft) <br />1 .00 35.00 <br />2 99.90 35.00 <br />3 100.00 36.00 <br />4 125.30 37.00 <br />5 129.00 53.90 <br />6 215.00 53.90 <br />_______________ <br />BOUNDARY LOADS <br />--------------- <br />1 load(s) specified <br />Load x-left x-right Intensity Direction <br />No. (ft) (ft) (psf) (deg) <br />1 155.0 215.0 3000.0 .0 <br />NOTE - Intensity is specified as a uniformly distributed <br /> force acting on a HORIZONTALLY projected surface. <br />A critical failure surface searching method, using a random <br />technique for generating CIRCULAR surfaces has been specified. <br />600 trial surfaces will be generated and analyzed. <br />12 Surfaces initiate from each of 50 points equally spaced <br />along the ground surface between x = 49.0 ft <br />and x = 99.0 ft <br />Each surface terminates between x = 155.0 ft <br />and x = 185.0 ft <br />Unless further limitations were imposed, the minimum elevation <br />at which a surface extends is y = .0 ft <br />* * * * * DEFAULT SEGMENT LENGTH SELECTED BY XSTABL * * * * <br />3.0 ft line segments define each trial failure surface. <br />