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SOUTH.OPT <br />1 water surface(s) have been specified <br />Unit weight of water = 62.40 (pcf) <br />water surface No. 1 specified by 4 coordinate points <br />PHREATIC SURFACE, <br />:t kic it �'t it sY st st �t *fc is sY sY sY it is ic�ic sY��ic is it is is it fc sY sf �'r <br />Point <br />x -water <br />y -water <br />No. <br />(ft) <br />(ft) <br />1 <br />100.00 <br />100.00 <br />2 <br />200.00 <br />100.00 <br />3 <br />317.00 <br />139.00 <br />4 <br />450.00 <br />139.00 <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 />337.0 <br />338.0 <br />20000.0 <br />90.0 <br />2 <br />343.0 <br />344.0 <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 = 382.0 ft <br />and x = 420.0 ft <br />unless further limitations were imposed, the minimum elevation <br />at which a surface extends is y = 90.0 ft <br />Page 2 <br />