Laserfiche WebLink
• <br />the IMP <br />Project Name: <br />Sample Number: <br />SampleDescription: <br />ASTM D5321 <br />FORWARD LANDFILL Proj. No.: 809918 <br />JNF-2A Load, psL: 6,000 <br />SANDY CLAY / GCL / SS TEXTURED HDPE, 60 mil, (TEXTURED SIDE UPJ <br />NORMAL <br />LOAD COMPACTED SOIL <br />GCL <br />TEXTURED HDPE <br />=Wx� -5 <br />OUTURED UP) <br />SHEAR DIRECTION <br />All components of the liner system were exposed + 3/16" on soil. <br />DISPLACEMENTS,II SH <br />.00I"/dir. t <br />0 <br />50 <br />100 <br />150 <br />200 <br />250 <br />300 <br />400 <br />Soo <br />600 <br />1000 <br />1200 <br />1400 <br />1600 <br />1800 <br />2000 <br />2200 <br />2400 <br />2600 <br />2800 <br />3000 <br />3200 <br />3400 <br />3600 <br />3800 <br />11 <br />998 <br />1005 <br />'1014 <br />1030 <br />1118. <br />1464 <br />1860 <br />2128 <br />2400 <br />2588 <br />2708 <br />2804 <br />2817 <br />2779 <br />2540 <br />2154 <br />1791 <br />1528 <br />1341 <br />1145 <br />1012 <br />947 <br />935 <br />928 <br />TEST <br />1. Anchor the SS textured HDPE onto <br />the bottom box with the textured side <br />up and spray with water. <br />Placed the hydrated GCL (24 Airs) <br />n top of the textured HDPE. <br />3. Compact the subgrade material to <br />0% of max. dry density at opt. +2% <br />water content onto the upper box and <br />laced it on top of the GCL. <br />4. Apply the full normal load. <br />5. Flood the whole system with water <br />and allow to hydrate and consolidate <br />for approx. 18-20 hrs. before shearing. <br />6. Shear at 0.04 inches /minute. <br />7. Failure occurs in between the <br />GCL and the textured HDPE. <br />Checked By: <br />Date: 09/26/2000 <br />Tested By: DGC <br />x. Density,L <br />110.5 <br />L Water Content,% <br />15.3 <br />l Initial w/c., % <br />17.3ial <br />Dcnsi cf. <br />I <br />99.5l <br />Final w/c., % <br />-18.6crity, <br />inch. <br />0.018 <br />SHEAR LOAD VS. DISPLACEMENTS <br />ovvt <br />5000 <br />4000 <br />H <br />a <br />0 3000 <br />w <br />x <br />to <br />2000 <br />1000 <br />0 <br />0 1000 2000 3000 4000 <br />DISPLACEMENTS, (.001 "Idly.) <br />&aMSa <br />