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12 1880. 9260.0 2142.5 X5.0 1 <br />13 2142.5 9365.0 3000.0 9365.0 1 <br />ISOTROPIC Soil Parameters <br />3 Soil unit(s) specified <br />Soil Unit Weight Cohesion Friction Pore Pressure Water <br />Unit Moist Sat. Intercept Angle Parameter Constant Surface <br />No. (pcf) (pcf) (psf) (deg) Ru (psf) No. <br />1 130.0 130.0 .0 40.00 .000 .0 0 <br />2 100.0 100.0 1600.0 15.00 .000 .0 0 <br />3 120.0 120.0 .0 40.00 .000 .0 0 <br />A horizontal earthquake loading coefficient <br />of .14o has been assigned <br />A vertical earthquake loading coefficient <br />of .140 has been assigned <br />A critical failure surface searching method, using a random <br />. technique for generating sliding BLOCK surfaces, has been <br />f <br />specified. <br />The active and passive portions of the sliding surfaces <br />are generated according to the P.an;tine theory. <br />300 trial surfaces will be ge¢~erated and analyzed. <br />6 boxes specified for generation of central block base <br />* * * * * DEFAULT SEGMENT LENGTH SELECTED BY XSTABL <br />Length of line segments for active and passive portions of <br />sliding block is 87.0 ft <br />Box x-left y-left x-right y-right Width <br />no. (ft) (f t) (ft) (f t) (ft) <br />1 1317.5 9304.5 1317.5 9304.5 •0 <br />2 1497.5 9245.5 1497.5 9245.5 •0 <br />~~ 3 1538.0 9245.5 1538.0 9245.5 •0 <br />/ 4 1690.0 9250.5 1690.0 9250.5 •0 <br />5 1880.0 9260.5 1880.0 9260.5 .0 <br />6 1881.0 9260.5 2142.5 9365.5 •0 <br />