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theV"® INTERFACE DIRECT SHEAR SUMMARY <br /> group. <br /> PROJECT NAME: FORWARD LANDFII L PROJECT NUMBER: 809918 <br /> SAMPLE NO.: INF-2B DATE: 09/21/00 <br /> DESCRIPTION: SANDY CLAY/GEONET(NET DOWN)/SS TEXTURED HDPE,60 mil,(SMOOTH SIDE UP). <br /> Load,psf. Peak esidual Strength®31%displacement Load,ps(. Peak Residual StrengthaC3 31%displacement <br /> I,000 232 224 see note <br /> 3,000 668 639 see note <br /> 6,000 1351 1132 see note —�- <br /> 13,000 3162 2832 see note <br /> 17,000 1 3497 3187 Lee note <br /> 8000 Peak Stress — Stress @ 31%displacements. <br /> NOTE: Soil was compacted to 90%ojmaximum dry <br /> 7000 density at optimum plus 2%water content. <br /> Sheared and failed within the smooth side of the HDPE <br /> 6000 and the net side of the Geonet <br /> -a 1 ---1-.1 - I ----------LL <br /> N <br /> °L 5000 <br /> vi <br /> N <br /> W <br /> W 4000 <br /> --------------------m <br /> 3000 <br /> W <br /> S <br /> N <br /> 2000 <br /> ------------ <br /> 1000 <br /> 1111 , 11 <br /> 0 <br /> 0 2000 4000 6000 8000 10000 12000 14000 16000 18000 20000 <br /> NORMAL LOAD,PSF. <br /> &yx96tiSaa <br />