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1 125.0 125.0 3000.0 30.00 <br />2 75.0 75.0 .0 .00 <br />3 120.0 120.0 .0 .00 <br />.000 .o o <br />.000 .0 0 <br />.000 .0 0 <br />NON-LINEAR MOHR-COULOMB envelope has been specified for 2 soil(s) <br />Soil Unit # 2 <br />Point <br />Normal Stress <br />Shear Stress <br />No. <br />(psf) <br />(psf) <br />1 <br />.0 <br />500.0 <br />2 <br />770.0 <br />500.0 <br />3 <br />16000.0 <br />10390.0 <br />Soil Unit # <br />3 <br />Point <br />Normal Stress <br />Shear Stress <br />No. <br />(psf) <br />(psf) <br />1 <br />.0 <br />.0 <br />2 <br />2000.0 <br />700.0 <br />3 <br />4000.0 <br />1110.0 <br />4 <br />8000.0 <br />1950.0 <br />5 <br />12000.0 <br />2780.0 <br />A critical failure surface searching method, using a random <br />technique for generating sliding BLOCK surfaces, has been <br />specified. <br />The active and passive portions of the sliding surfaces <br />are generated according to the Rankine theory. <br />100 trial surfaces will be generated and analyzed. <br />2 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 28.0 ft <br />Box x -left y -left x -right y -right Width <br />no. (ft) (ft) (ft) (ft) (ft) <br />C <br />