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1 75.0 75.0 .0 .00 .000 .0 0 <br />2 120.0 120.0 .0 .00 .000 .0 0 <br />0 <br />NON-LINEAR MOHR-COULOMB envelope has been specified for 2 soil(s) <br />Soil Unit # 1 <br />Point Normal Stress Shear Stress <br />No. (Psf) (psf) <br />1 .0 500.0 <br />2 770.0 500.0 <br />3 16000.0 10390.0 <br />Soil Unit # 2 <br />Point Normal Stress Shear Stress <br />No. (psf) (psf) <br />1 •0 .0 <br />2 6500.0 2112.0 <br />3 16000.0 3787.0 <br />C7 <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 15.0 ft <br />Box <br />x -left <br />y -left <br />x -right <br />y -right <br />Width <br />no. <br />(ft) <br />(ft) <br />(ft) <br />(ft) <br />(ft) <br />1 <br />105.0 <br />79.2 <br />200.0 <br />82.0 <br />1.5 <br />2 <br />201.0 <br />82.0 <br />400.0 <br />88.0 <br />1.5 <br />