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Case 6 is the same as Case 5 except that a higher cohesion was assumed for the <br />embankment material. The safety factor of 2.54 shows that a much higher cohesion of this <br />material does not greatly increase the factor of safety over the the previous case. Nevertheless, <br />any cohesion in the foundation material causes the factor of safety to go up significantly over <br />any case that assumes it is zero. <br />(Revised zioo~ Attachment 2.05.3(3)-10-94 <br />