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ANGLE OF <br /> SOIL TYPE WET DENSITY COHESION INTERNAL FRICTION <br /> PC F PSF DEGREES <br /> LEVEE FILL;SAND,CLAYEY, 135 200 45 <br /> GRAVELLY,COBBLY.DENSE SC <br /> FOUNDATION SOILS;SAND,CLAYEY, 133 200 45 <br /> GRAVELLY.COBBLY,DENSE SC <br /> THEORETICAL BISHOP FACTOR OF SAFETY = 3.5 <br /> EARTHQUAKE <br /> LANDSIDE <br /> JOB NO. 25,385 FIG. A-6 <br />