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WET DENSITY COHESION ANGLE <br /> SOIL TYPE INTERNAL FRICTION�� � <br /> (DEGREES) <br /> LEVEE FILL;SAND.CLAYEY. 135 18D 33 <br /> GRAVELLY.COBBLEY.DENSE(SC) <br /> FOUNDATION SOILS;SAND.CLAYEY. 133 I D 33 <br /> GRAVELLY.COBBLEY.DENSE(SCI <br /> THEORETICAL BISHOP FACTOR OF SAFETY= 3.2 <br /> UNION <br /> �i m <br /> am lilt I <br /> ...................... �i all gliml <br /> BEFORE FLOOD <br /> LANDSIDE <br /> JOB NO.25,385 FIG.1 <br />