Laserfiche WebLink
�1119ro UP. <br />roject Name: <br />ample Number: <br />ampleDescriptioD: <br />)I "/div. <br />0 <br />50 <br />100 <br />150 <br />200 <br />250 <br />300 <br />400 <br />ASTM D5321 <br />Checked By: <br />FORWARD LANDFILL Proj. No.: 809918 Date: 09/12/2000 <br />IVF -1 Load, psf.: 17,000 Tested By: DGC <br />SANDY CLAY / 60 mil. SS TEXTURED HDPE / GRANULAR DRAINAGE. <br />* 9" x 9" <br />NORMAL t <br />LOAD COMPACTED SOIL <br />TEXTURED HDPE <br />GRANULAR DRAINAGE ax. Dry Density, f. 114.2 <br />t. Water Content,% 14.2 <br />oil Initial w/c., % 17.2 <br />—� itial Density, f. 102.8 <br />SHEAR DIRECTION ISoil Final w/c., % 19.1 <br />All components of the liner system were exposed + 3/16" on soil. cri ]inch. 0.018 <br />SHEAR, <br />11 <br />2055 <br />3214 <br />4128 <br />4732 <br />5116 <br />5364 <br />5643 <br />600 <br />5701 <br />700 <br />5577 <br />800 <br />5426 <br />900 <br />5278 <br />1000 <br />5163 <br />1100 <br />5060 1 <br />1200 <br />4972 <br />1300 <br />4875 <br />1400 <br />4786 t <br />1500 <br />4754 <br />1600 <br />4718 <br />1800 <br />4624 <br />2000 <br />4544 <br />2200 <br />4473 <br />2400 <br />4411 <br />2600 <br />4357 <br />2800 <br />4329 <br />TEST <br />CONDITIONS <br />. Placed granular drainage materials <br />nto the bottom box. <br />Placed the SS textured DHPE with <br />to smooth side in contact with the <br />rainage material. Spray the textured <br />rrface of the HDPE with water. <br />Placed the compacted soil (90% RC <br />opt. + 3% water content) onto the <br />7per box so that the textured HDPE <br />in contact with the soil. <br />Apply the full normal load. <br />Flood the whole system with water <br />1d allow to hydrate and consolidate <br />r approx. 18-20 hrs. before shearing. <br />Shear at 0.04 inches /minute. <br />Failure occurs within the soil <br />rt above the interface between <br />textured HDPE and the soil. <br />SHEAR LOAD VS. DISPLACEMENTS <br />/uvU <br />6000 <br />5000 <br />h <br />4000 <br />0 <br />a <br />3000 <br />x <br />2000 <br />1000 <br />0 <br />0 1000 2000 3000 4000 <br />DISPLACEMENTS, (.001"/div.) <br />6n93xba <br />