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ject'Name: <br />iple Number: <br />.00T "/dir. <br />0 <br />50 <br />100 <br />ISO <br />200 <br />250 <br />300 <br />400 <br />500 <br />700 <br />800 <br />900 <br />1000 <br />1100 <br />1200 <br />1300 <br />1400 <br />1500 <br />1600 <br />1800 <br />2000 <br />2200 <br />2400 <br />2600 <br />2800 <br />ASTM D5321 <br />FORWARD LANDFILI. PrOj. No.: 809918 <br />INF -2A Load, psf.: 17,000 <br />SANDY CLAY / GCL / SS TEXTURED HDPE. 60 mil. (TEXTURED SIDE UP) <br />NORMAL <br />LOAD COMPACTED SOIL <br />GCL <br />TEXTURED HDPE <br />(TEXTURED UP) <br />SHEAR DIRECTION <br />All components of the liner system were exposed + 3/16" on soil. <br />SHEAR, <br />11 <br />2651 <br />2316 <br />2249 <br />2302 <br />2386 <br />2620 <br />3413 <br />4427 <br />5397 <br />5796 <br />5822 <br />5426 <br />4514 <br />3652 <br />3058 <br />2725 <br />2484 <br />2324 <br />2176 <br />2101 <br />2012 <br />1945 <br />1895 <br />1874 <br />a-aRvi <br />. Anchor the SS textured HDPE onto <br />pie bottom box with the textured side <br />p and spray with water. <br />. Placed the hydrated GCL (24 hrs) <br />n top of the textured HDPE. <br />. Compact the subgrade material to <br />D% of max. dry density at opt. +2% <br />ater content onto the upper box and <br />laced it on top of the GCL. <br />Apply the full normal load. <br />Flood the whole system with water <br />id allow to hydrate and consolidate <br />r approx. I8-20 hrs. before shearing. <br />Shear at 0. 04'inches /minute. <br />Failure occurs in between the <br />�L and the textured HDPE. <br />zrts shearing inside the GCL. <br />Checked By: <br />Date: 09128!2000 <br />Tested By: DGC <br />x. Density, pcf. <br />110.3 <br />t. Water Content,% <br />ritial <br />15.3 <br />l Initial w/c., Y. <br />173 <br />Deni cf. <br />99.5 <br />oil Final w/c., % <br />17.8 <br />cri , inch. <br />0.018 <br />SHEAR LOAD VS. DISPLACEMENTS <br />500( <br />4000 <br />MDR <br />1000 <br />0 <br />0 1000 2000 3000 <br />DISPLACEMENTS, (.001 "/div.) <br />• <br />6pt93t8c 11 0 <br />