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0 <br />0 <br />0 <br />x <br />0 <br />0 <br />ao <br />ft <br />Section C -C' <br />68 -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 lb/ t3 <br />Cohesion: 0 psf <br />Friction Angle: 30 degrees <br />Water Surface: None <br />Material: foundation <br />Strength Type: Mohr - Coulomb <br />Unit Weight: 126 lb/ t3 <br />Cohesion: 0 psf <br />Friction Angle: 30 degrees <br />Water Surface: None <br />