Laserfiche WebLink
0® INTERFACE DIRECT SHEAR SUMMARY <br /> group.the <br /> PROJECT NAME: FORWARD LANDFILL PROJECT NUMBER: 809918 <br /> SAMPLE NO.: INF-213 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 Q 31%displacement Load,psf Peak Residual Strength®31%displacement <br /> 1,000 232 224 see note <br /> 3,000 668 639 see note <br /> 6,000 1351 1132 see note <br /> 13,000 3162 2832 ee note <br /> 17,000 3497 3187 ee note If <br /> 8000 A I Peak Stress — Stress @ 31%.displacements. <br /> NOTE: Soil was compacted to 90%of maximum 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 /> fillill <br /> 5000 <br /> It <br /> vi <br /> W <br /> 4000 <br /> I IAIy <br /> 3000 <br /> W III it IIII I fill111 11 fill If Ix111 11 fill If I <br /> 2000 <br /> 11 fill fill I <br /> 11 IM <br /> 1000 <br /> Ij_ -220 <br /> 0 2000 4000 6000 8000 10000 12000 14000 16000 18000 20000 <br /> NORMAL LOAD,PSF. <br /> &p,,,96t8aa <br />