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22000 <br />Interface Shear Strength Envelope <br />Linear Best -Fit Relationship <br />30mm Displacement Interpretation <br />y = 0.465x <br />20000 <br />18000 <br />16000 <br />N <br />a 14000 <br />H <br />12000 <br />• <br />112 <br />N 10000 <br />• <br />L y 8000 <br />Cn 6000 <br />4000 <br />2000 <br />• <br />0 <br />0 3000 6000 <br />9000 12000 15000 18000 21000 <br />Normal Stress (psf) <br />24000 <br />Plot <br />27000 <br />not drawn to <br />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 />