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v <br />Section C -C' <br />V <br />ft 0 1 <br />I €; <br />i . <br />3F <br />J Z3(if, <br />1.70+ <br />M <br />68 -foot high section <br />Failure surface forced minimum 5' into gob <br />oo- <br />M <br />Material: gob <br />Strength Type: Undrained <br />Unit Weight: 104 Ib /ft3 <br />_ <br />Cohesion Type: Function of Depth <br />o <br />Cohesion (fop): 0 psf <br />r <br />Cohesion Change: 53 psf /ft <br />Cutoff. 2000 psf <br />Water Surface: None <br />Material: foundation <br />Strength Type: Mohr - Coulomb <br />Unit Weight: 125 Iblft3 <br />Cohesion: 0 psf <br />Friction Angle: 30 degrees <br />Water Surface: None <br />0 <br />0 <br />0 <br />V <br />ft 0 1 <br />I €; <br />i . <br />3F <br />J Z3(if, <br />1.70+ <br />M <br />