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Collom Temporary Excess Spoil <br />23-1-01101-400 <br />Date: 1/27/2015 <br />Trial 03—Northern Spoil Toe (revised 3.2 deg base) Mean_strengths_Water +40ft.gsz <br />Name: Large Failure <br />FOS: 2.03 <br />Name: 1) Spoil (Mean) Model: Mohr -Coulomb Unit Weight: 110 pcf Cohesion: 750 psf Phi: 35 ° <br />Name: 2) Clay (CU Effective Stress) Model: Mohr -Coulomb Unit Weight: 125 pcf Cohesion: 0 psf <br />Name: 3) Clayey Gravel Model: Bedrock (Impenetrable) <br />Name: 4) Bedrock Model: Bedrock (Impenetrable) <br />Dashed line indicates piezometric surface <br />8.50 <br />8.25 <br />p 8.00 <br />O <br />7.75 <br />X <br />C 7.50 <br />O <br />N 7.25 <br />N 7.00 <br />W <br />6.75 <br />6.50 <br />-1.0 <br />Phi: 31 ° <br />-0.5 0.0 0.5 1.0 1.5 2.0 2.5 3.0 3.5 40 <br />Horizontal Distance (x 1000) <br />4 5 5.0 5 5 6.0 6.5 <br />FIGURE 4 (2 pages) <br />