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-1 <br />-1 <br />-2 <br />-2 <br />-0.4 <br />WEST TAYLOR SPOIL FILL <br />23 -1- 01105 -600 <br />Spoil Height = 275 ft <br />Overall Spoil Angle = 24 degrees <br />Case 2 - Spoil mean_clay mean (CU).gsz <br />11/20/2012,2:30-46 PM, DAA <br />1.87 <br />SHANNON & WILSON, INC. <br />Overall Spoil Slope <br />Angle = 24 degrees <br />-0.3 -0.2 -0.1 0.0 0.1 0.2 0.3 0.4 0.5 0.6 <br />Distance in Feet (x 1000) <br />SHEAR STRENGTH PARAMETERS: <br />Name: (1) Spoil Unit Weight. 130 pcf Cohesion: 750 psf Phi: 35 <br />Name: (2) Clay (CU Strength) Unit Weight: 110 pcf Cohesion: 0 ps <br />Name: (3) Bedrock (Impenetrable) <br />0.7 0.8 0.9 <br />Phi: 31 ° <br />00 <br />50 <br />00 <br />50 <br />00 <br />50 <br />00 <br />0 <br />50 <br />100 <br />150 <br />?00 <br />250 <br />1.0 <br />Figure 4 <br />