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Section B -B' <br />42 -foot high section <br />Effective Stress Analysis <br />Failure forced minimum 5' into gob <br />Material: gob <br />Strength Type: Mohr - Coulomb <br />Unit Weight: 104 Ib /ft3 <br />Cohesion: 0 psf <br />Friction Angle: 30 degrees <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 />