Laserfiche WebLink
C <br />C <br />.` <br />INTERFACE DIRECT SHEAR <br />SHaWR- <br />1 <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.: 6,000 Tested By: DGC <br />SampleDeseription: <br />Geonet/SS Smooth 60 mil. HDPE <br />NORMAL <br />LOAD <br />SS SMOOTH HDPE <br />GEONET <br /><:r.::S:ss.;:>•'•:::s:;:::s:;t;>::::::>•:>;;>;:•:::>; s::ss>:z:::<::::;r _ ANCHOR Max. Dry Density, pcf. <br />t. Water Content,% <br />Soil Initial w/c., % <br />Initial Density, pc£ <br />SHEAR DIRECTION Soil Final w/c., % <br />All components of the liner system were exposed + 1/4" on soil. <br />DISPLACEMENTS] SHEAR, <br />� SHEAR LOAD VS. DISPLACEMENTS <br />CONTESTDITIONS <br />0 <br />11 <br />1. Anchor the Geonet onto the bottom <br />50 <br />979 <br />box and spray with water <br />3000 - <br />100 <br />1165 <br />2.Placed the glued and nailed HDPE <br />150 <br />1271 <br />on top of the Geonet. Smooth side <br />200 <br />1309 <br />in contact with the Geonet. <br />250 <br />1332 <br />3. Apply full norma load and flood <br />2500 <br />300 <br />1289 <br />the system with water. <br />400 <br />1254 <br />4. Wait for an hour before shearing. <br />500 <br />1246 <br />5. Shear at 0.2 inches/minute. <br />2000 <br />600 <br />1254 <br />6. Failed and Sheard within the <br />800 <br />1244 <br />interface. <br />1000 <br />1224 <br />pr so <br />a <br />1200 <br />1277 <br />ti ! ►' <br />® 1500 <br />1400 <br />1279 <br />l C ! o� <br />1600 <br />1273 <br />a tiv pa <br />1800 <br />1267 <br />1000 <br />2000 <br />1261 <br />2200 <br />1275 <br />2400 <br />1282 <br />2600 <br />1301 <br />500 <br />2800 <br />1307 <br />3000 <br />1301 <br />3200 <br />1310 <br />0 <br />3400 <br />1316 <br />3600 <br />1318 <br />0 1000 2000 3000 4000 <br />3800 <br />1318 <br />DISPLACEMENTS, (.001"/div.) <br />&a93tSa <br />