Laserfiche WebLink
C <br />C <br />INTERFACE DIRECT SHEAR <br />1 <br />I <br />ASTM D5321 <br />Checked By: <br />Project Name: <br />NCRC & SL Proj. No.: 118040 Date: 5/29/2007 <br />Sample Number: <br />Geonet/Smooth HDPE Load, psf.: 10,000 Tested By: DGC <br />SampleDeseription: <br />Geonet/SS Smooth 60 mil. HDPE <br />NORMAL <br />LOAD <br />SS SMOOTH HDPE <br />GEONET <br />_ ANCHOR Max. Dry Density, pef. <br />Opt. Water Content,% <br />Soil Initial w/c., % <br />Initial Density, pef. <br />SHEAR DIRECTION Soil Final w/c., % <br />All components ofthe liner system were exposed + 1/4" on soil. <br />DISPLACEMENTS, SHEAR, TEST SHEAR LOAD VS. DISPLACEMENTS <br />.001 "/div. <br />psi: <br />CONDITIONS <br />0 <br />11 <br />1. Anchor the Geonet onto the bottom <br />box and spray with water <br />2. Placed the glued and nailed HDPE <br />on top of the Geonet. Smooth side <br />in contact with the Geonet. <br />3. Apply full norma load and flood <br />the system with water. <br />4. Wait for an hour before shearing. <br />S. Shear at 0.2 inches/minute. <br />6. Failed and sheard within the <br />® <br />interface. <br />3000 <br />2500 <br />2000 <br />q <br />50 <br />1176 <br />100 <br />2091 <br />150 <br />2339 <br />200 <br />2442 <br />250 <br />2500 <br />300 <br />2443 <br />400 <br />2306 <br />500 <br />2289 <br />600 <br />2331 <br />800 <br />2301 <br />\ ` `�, <br />�M; r�. stn 1 <br />,mow 01090 <br />0 1500 <br />4 <br />�¢ <br />1000 <br />500 <br />0 <br />0 1000 2000 3000 4000 <br />DISPLACEMENTS, (.001"/div.) <br />10002173 <br />1200 <br />2394 <br />1400 <br />2345 <br />1600 <br />2352 <br />1800 <br />2360 <br />2000 <br />2342 <br />2200 <br />2315 <br />2400 <br />2419 <br />2600 <br />2400 <br />2800 <br />2472 <br />3000 <br />2430 <br />3200 <br />2475 <br />3400 <br />2477 <br />3600 <br />2445 <br />3800 <br />2465 <br />Sn930a <br />