Laserfiche WebLink
WET DENSITY COHESION ANGLE OF <br /> SOIL TYPE INTERNAL FRICTION�� �� <br /> (DEGREES) <br /> LEVEE FILL;SAND,CLAYEY,GRAVELLY, 135 160 33 <br /> COBBLEY,DENSE(SC) <br /> FOUNDATION SOILS;SAND,CLAYEY, 133 160 33 <br /> GRAVELLY,COWLEY.DENSE(SC) <br /> SATURATED LEVEE FILL;SAND,CLAYEY, 72.8 160 33 <br /> GRAVELLY,COBBLEY,DENSE(SC) <br /> SATURATED FOUNDATION SOILS;SAND, 70A 160 3, <br /> CLAYEY,GRAVELLY,COWLEY,DENSE(SC) <br /> mw <br /> THEORETICAL BISHOP FACTOR OF SAFETY= 3.2 <br /> .. <br /> i , <br /> ..................................................................::::::::::::::::... <br /> . <br /> ................................. .. <br /> ..............::::............ .... . .. <br /> ................................................. <br /> �� _ . <br /> CRITICAL FLOOD STAGE <br /> LANDSIDE <br /> JOB NO.25,385 FIG.4 <br />