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0 <br />0 <br />m <br />V_ <br />O <br />O <br />ft <br />r f3 { <br />Section C -C' t <br />88 -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 1.738 <br />Strength Type: Mohr - Coulomb <br />Unit Weight: 125 Iblft3 <br />Cohesion: 0 psf f <br />Friction Angle: 30 degrees /r <br />Water Surface: None <br />E <br />