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f � <br /> theV,® INTERFACE DIRECT SHEAR SUMMARY <br /> ;,group. <br /> PROJECT NAME: FORWARD LANDFILL PROJECT NUMBER: 809918 <br /> SAMPLE NO.: INF-2A DATE: 09/29/00 <br /> DESCRIPTION: SANDY CLAY/GCL/SS TEXTURED HDPE,60 mil,(TEXTURED SIDE UP). <br /> Load,psf. Peak Residual Strength @ 31%displacement lResidual Strength @ 31%displacement <br /> 1,000 539 409 see note#1 _ <br /> 3,000 1414 604 see,note#1 <br /> 6,000 2806 917 see note#1 <br /> 13,000 5011 1468 see note#1 &#2 <br /> 17,000 11 5811 11 1863 11see note#i &#2 11 11 H 11 <br /> A Peak Stress — Stri 31%displacements. <br /> 8000 <br /> NOTE: 11111 111111 1 fill I III <br /> 7000 #1Soi1 was compacted to 90%of maximum dry density <br /> at optimum plus 2%water content <br /> 6000 Sheared and Jailed within the textured side of the <br /> LL; HDPE and the GCL. <br /> a 5000 #2.Starts shearing inside the CCL. <br /> vi <br /> U) IIIII ( IIII fill ] [ <br /> W Ill <br /> 4000 <br /> If It I fill I <br /> cm <br /> W 3000 <br /> X <br /> I fill I If <br /> I ( fill <br /> 2000 <br /> fill 11 <br /> 1000 <br /> =IT- <br /> 0 - <br /> 0 <br /> 0 2000 4000 6000 8000 10000 12000 14000 16000 18000 20000 <br /> NORMAL LOAD;PSF. <br /> SyX96t8aa <br />