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WET DENSITY COHESION ANGLE OF <br /> SOIL TYPE (PCF) (PSF) INTERNAL FRICTION <br /> (DEGREES) <br /> LEVEE FILL;SAND,CLAYEY, 135 160 33 <br /> GRAVELLY,COBBLEY,DENSE(SC) <br /> FOUNDATION SOILS;SAND,CLAYEY, �� �� <br /> GRAVELLY,OCBBLEY,DENSE(SC) <br /> 33 <br /> THEORETICAL BISHOP FACTOR OF SAFETY= 2.5 <br /> 1 <br /> I <br /> I �: .:. , ,I l-. 1 ,. PIr I":u.IC i .: _ I. <br /> :. <br /> I <br /> IDIOM, i <br /> EARTHQUAKE <br /> CREEKSIDE <br /> JOB NO.25,385 FIG.7 <br />