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EASTFTOP.OPT <br />1 water surface(s) have been specified <br />Unit weight of water = 62.40 (pcf) <br />water surface No. 1 specified by 3 coordinate points <br />*** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** <br />PHREATIC SURFACE, <br />*** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** <br />Point <br />x -water <br />y -water <br />No. <br />(ft) <br />(ft) <br />1 <br />100.00 <br />159.00 <br />2 <br />368.00 <br />159.00 <br />3 <br />500.00 <br />159.00 <br />--------------- <br />BOUNDARY LOADS <br />--------- - - - - -- <br />2 load(s) specified <br />Load <br />x -left <br />x -right <br />Intensity <br />Direction <br />No. <br />(ft) <br />(ft) <br />(psf) <br />(deg) <br />1 <br />382.0 <br />383.0 <br />20000.0 <br />90.0 <br />2 <br />388.0 <br />389.0 <br />20000.0 <br />90.0 <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 />2000 trial surfaces will be generated and analyzed. <br />10 surfaces initiate from each of 200 points equally spaced <br />along the ground surface between x = 190.0 ft <br />and x = 210.0 ft <br />Each surface terminates between x = 417.0 ft <br />and x = 450.0 ft <br />unless further limitations were imposed, the minimum elevation <br />at which a surface extends is y = 90.0 ft <br />* * * * * DEFAULT SEGMENT LENGTH SELECTED BY XSTABL <br />Page 2 <br />