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ISOTROPIC SOIL PARAMETERS <br /> <br /> <br />5 TYPE(S) OF SOIL <br />SOIL TOTAI, S.\TL'R,\TED CUIfES10N FRICRON PORE PRESSURE PIFZOA¢TRIC <br />TYPE UNIT \17. L^lIT R7. INTERCEPT ANOIE PRESSURE CONSTANT SURFACE <br />NU. (DEO) PARAA~iER NO. <br />1 134.0 143.0 7.0 36.0 .00 .0 1 <br />2 134.0 143.0 7.0 40.0 .00 .0 1 <br />3 128.0 137.0 376.0 12.6 .00 .0 I <br />4 120.0 135.0 1500.0 17.0 .00 .0 1 <br />5 135.0 150.0 4000.0 45.0 .00 .0 I <br />SEARCHING ROUTINE WILL BE LIMITED TO AN AREA DEEMED BY 2 BOUNDARIES <br />OF WHICH THE FIRST 2 BOUNDARIES WILL DEFLECT SURFACES UPWARD <br />FItRRIDARY X-IFFY Y•iEFT X-RIOIIT Y-RIOITI <br />NO. <br />I 00 .00 100.00 10.00 <br />2 .00 10.00 150.00 100.00 <br />A CRITICAL FAILURE SURFACE SEARCHING METHOD. USING A RANDOM <br />TECHNIQUE FOR GENERATING CIRCULAR SURFACES, HAS BEEN SPECIFIED. <br />100 TRIAL SURFACES HAVE BEEN GENERATED. <br />l0 SURFACES INITIATE FROM EACH OF l0 POINTS EQUALLY SPACED <br />ALONG THE GROUND SURFACE BETWEEN X = 75.00 AND X = 78.00 <br />EACH SURFACE TERMINATES BETWEEN X = 86.00 AND X = 100.00 <br />UNLESS FURTHER LIMITATIONS WERE IMPOSED, THE MINIMUM ELEVATION <br />AT WHICH A SURFACE EXTENDS IS Y= .00 <br />R.t)D FT. LINE SEGMENTS DEFINE EACH TRIAL FAILURE SURFACE. <br />FOLLOWING ARE DISPLAYED THE TEN MOST CRITICAL OF THE TRIAL FAILURE SURFACES <br />EXAMINED. THEY ARE ORDERED -MOST CRITICAL FIRST. <br />SAFETY FACTORS ARE CALCULATED BY THE MODIFIED BISHOP METHOD. <br />