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2 120 . 0 120 . 0 . 0 . 00 . 000 . 0 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 /> 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 x-left y-left x-right y-right Width <br /> no. (ft) (ft) (ft) (ft) (ft) <br /> 1 105 . 0 79 . 2 200 . 0 82 . 0 1 . 5 <br /> 2 201 . 0 82 . 0 400 . 0 88 . 0 1 . 5 <br /> Factors of safety have been calculated by the <br />