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WET DENSITY COHESION ANGLE <br /> SOIL TYPE (PCB NSF) INTERNAL FRICTION <br /> (DEGREES) <br /> LEVEE FILL;SAND,CLAYEY, 135 160 33 <br /> GRAVELLY,COBBLEY,DENSE(SC) <br /> FOUNDATION SOILS;SAND,CLAYEY, �� <br /> GRAVELLY,COBBLEY,DENSE(SC) 133 <br /> 33 <br /> THEORETICAL BISHOP FACTOR OF SAFETY= 2.8 <br /> .0 <br /> 11 <br /> im <br /> NOW <br /> ;I <br /> P <br /> EARTHQUAKE <br /> LANDSIDE <br /> JOB NO.25,385 FIG.6 <br />