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*#*#***#*#}**}**}*4**************# <br />PHREATIC SURFACE, <br />***************************}****** <br />Point x-water y-water <br />No. (ft) (ft) <br />1 .00 35.00 <br />2 109.90 35.00 <br />3 110.00 36.00 <br />4 125.30 37.00 <br />5 129.00 54.90 <br />6 225.00 54.90 <br />BOUNDARY LOADS <br />1 load(s) specified <br />Load x-left x-right intensity Direction <br />No. (ft) (f t) (psf) (deg) <br />1 175.0 195.0 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 = 59.0 ft <br />and x = 109.0 ft <br />Each surface terminates between x = 155.0 ft <br />and x = 195.0 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 EY XSTABL <br />3.0 ft line segments define each trial failure surface. <br />