Laserfiche WebLink
1 125.0 125.0 3000.0 30.00 .000 .0 0 <br /> 2 75.0 75.0 .0 .00 .000 .0 0 <br /> 3 120.0 120.0 .0 .00 .000 .0 0 <br /> NON-LINEAR MOHR-COULOMB envelope has been specified for 2 soil (s) <br /> Soil Unit # 2 <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 # 3 <br /> Point Normal Stress Shear Stress <br /> No. (psf) (psf) <br /> 1 .0 .0 <br /> 2 8000.0 2300.0 <br /> 3 12000.0 2970.0 <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 /> 1 105.0 114.0 200.0 115.0 1.5 <br />