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WET DENSITY COHESION ANGLE OF <br /> SOIL TYPE (PCF) (PSF) INTERNAL FRICTION <br /> GREES) <br /> LEVEE FILL;SAND,CLAYEY, 135 160 33 <br /> GRAVELLY,COBBLEY,DENSE(SC) <br /> FOUNDATION SOILS;SAND.CLAYEY, 133 160 33 <br /> GRAVELLY,COBBLEY,DENSE(SC) <br /> THEORETICAL BISHOP FACTOR OF SAFETY= 2.7 <br /> mom a <br /> r <br /> QIi 3 <br /> .................... MIT <br /> ................. .. <br /> SUDDEN DRAWDOWN <br /> CREEKSIDE <br /> JOB NO.25,385 FIG.3 <br />