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ANGLE OF <br /> SOIL TYPE WET DENSITY COHESION INTERNAL FRICTION <br /> PCF 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 /> SATURATED LEVEE FILL;SAND,CLAYEY, 12.0 200 45 <br /> GRAVELLY,COBBLV DENSE C <br /> SATURATED FOUNDATION SOILS;SAND, 70.6 200 45 <br /> CIAYEY,GRAVELLY COBBIY DENSE SC <br /> THEORETICAL BISHOP FACTOR OF SAFETY = 3.9 <br /> K <br /> ah-R*ti}1�6d�cy�yL1���1 <br /> 'i��.` <br /> T <br /> SUDDEN DRAWDOWN <br /> CREEKSIDE <br /> JOB NO. 25,385 FIG.A-3 <br />