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to <br /> INTERFACE DIRECT SHEAR SUMMARY <br /> the I P, <br /> oup <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 Load,psf. Peak Residual Strength aQ 31%displacement <br /> 1,000 539 409 see note#1 <br /> 3,000 1414 604 see note#I <br /> 6,000 2806 917 see note#1 <br /> 13,000 5011 1468 ee note#1 &#2 <br /> 17,000 5811 1863 ILnote#1 &#2 11 11 <br /> A Peak Stress — Stress(4131%displacements. <br /> 8000 - III lilt 1111 <br /> NOTE <br /> 7000 #]Soil 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. Aker— <br /> co <br /> a 5000 Q.Starts shearing inside the GCL. <br /> vi <br /> Ill it <br /> 4000 <br /> 3000 <br /> x <br /> It <br /> 2000 <br /> M�-+4T=- <br /> 1000 <br /> 1[m-- ----- L.1 I -L-L-1 1 -+44-44— P:FFF <br /> 0 <br /> 0 2000 4000 6000 8000 10000 12000 14000 16000 18000 20000 <br /> NORMAL LOAD,PSF. <br /> 8yx96t6aa <br />