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Valley Leach Facility - Cripple Creek & Victor <br />Project No. DV108 -130.7 <br />Geosynthetic Interface Test - ASTM D 5321, Method B <br />SWTP -99 vs 80 mil Text HDPE vs. Overliner (Composite) <br />8/7/2007 Knight Piesold and Co. 108 -130 -7 Cripple Creek rev 2 <br />Interface Shear Strength Envelope <br />Linear Best -Fit Relationship <br />15mm Displacement Interpretation <br />y = 0.490x <br />22000 <br />20000 <br />18000 <br />16000 <br />N <br />rn <br />14000 <br />rn <br />• <br />/------- <br />• <br />N 12000 <br />N <br />10000 <br />I- <br />y 8000 <br />.c <br />co <br />6000 <br />4000 <br />• <br />2000 <br />0 <br />0 3000 <br />6000 <br />9000 12000 15000 <br />Normal Stress <br />18000 21000 <br />(psf) <br />24000 27000 <br />Plot not drawn to scale <br />30000 <br />Valley Leach Facility - Cripple Creek & Victor <br />Project No. DV108 -130.7 <br />Geosynthetic Interface Test - ASTM D 5321, Method B <br />SWTP -99 vs 80 mil Text HDPE vs. Overliner (Composite) <br />8/7/2007 Knight Piesold and Co. 108 -130 -7 Cripple Creek rev 2 <br />