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ANGLE OF <br /> SOIL TYPE WET DENSITY COHESION INTERNAL FRICTION <br /> PCf SF DEGREES <br /> LEVEE FILL:SAND,CLAYEY, M 200 45 <br /> GRAVELLY,COBSLY DENSE SC <br /> FOUNDATION SOILS;SAND,CLAYEY, M 200 45 <br /> GRAVELLY,COBBLY DENSE SC <br /> THEORETICAL BISHOP FACTOR OF SAFETY = 4.0 <br /> - <br /> r <br /> i <br /> BEFORE FLOOD <br /> LANDSIDE <br /> JOB NO. 25,385 <br /> FIG. A-1 <br />