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Section A -A' <br />90 -foot high section <br />Effective Stress Analysi <br />m1 Failure surface forced rr <br />Material: gob <br />Strength Type: Mohr -Co <br />Unit Weight: 104 Ib /ft3 <br />Cohesion: 0 psf <br />Friction Angle: 30 degre <br />Water Surface: None <br />Material: foundation <br />Strength Type: Mohr -Co <br />Unit Weight: 125 Ib /ft3 <br />o Cohesion: 0 psf <br />r Friction Angle: 30 degre <br />Water Surface: None <br />0 <br />0 <br />0 <br />V_ <br />0 <br />0 <br />0 <br />