Landfill liner

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A landfill in México showing geomembrane in one of the slopes.
A landfill cell showing a rubberized liner in place on the left.

A landfill liner, or composite landfill liner, is intended to be a low permeable barrier, which is laid down under engineered landfill sites. Until it deteriorates, the liner retards migration of leachate, and its toxic constituents, into underlying aquifers or nearby rivers, causing spoiliation of the local water.

Modern landfills generally require a layer of compacted clay with a minimum required thickness and a maximum allowable hydraulic conductivity, overlaid by a high-density polyethylene geomembrane.

The United States Environmental Protection Agency has stated that the barriers "will ultimately fail," while the site remains a threat for "thousands of years," suggesting that modern landfill designs delay but do not prevent ground and surface water pollution.[1]

Chipped or waste tires are used to support and insulate the liner.[2]

Mechanical Properties[edit]

The primary forms of mechanical degradation associated with geomembranes result from insufficient tensile strength, tear resistance, impact resistance, puncture resistance, and susceptibility to environmental stress cracking (ESC). The ideal method of assessing the amount of liner degradation would be by examining field samples over their service life. Due to the lengths of time required for field sampling tests, various laboratory-accelerated ageing tests have been developed to measure the important mechanical properties.[3]

Tensile strength[edit]

Tensile strength represents the ability for a geomembrane to resist tensile stress. Geomembranes are most commonly tested for tensile strength using one of three methods; the uniaxial tensile test described in ASTM D639-94, the wide-strip tensile test described in ASTM D4885-88, and the multiaxial tension test described in ASTM D5617-94. The difference in these three methods lies in the boundaries imposed into the test specimens. Uniaxial tests do not provide lateral restraint during testing and thus tests the sample under uniaxial stress conditions. During the wide-strip test the sample is restrained laterally while the middle portion is unrestrained. The multiaxial tensile test provides a plane stress boundary condition at the edges of the sample.[4] A typical range of tensile strengths in the machine direction are from 225 to 245 lb/in for 60-mil HDPE to 280 to 325 lb/in for 80-mil HDPE.[5]

Tear resistance[edit]

Tear resistance of a geomembrane becomes important when it is exposed to high winds or handling stress during installation. There are various ASTM methods for measuring tear resistance of geomembranes, with most common reports using ASTM D1004. Typical tear resistances show a value of 40 to 45 lb for 60-mil HDPE and 50 to 60 lb for 80-mil HDPE.[5]

Impact resistance[edit]

Impact resistance provides an assessment of the effects of impacts from falling objects which can either tear or weaken the geomembrane. As with the previous mechanical properties, there are various ASTM methods for assessment. Significantly higher impact resistances are realized when geotextiles are placed above or below the geomembrane. Thicker geomembranes also display higher impact resistances.[5]

Puncture resistance[edit]

Puncture resistance of a geomembrane is important due to the heterogeneous material above and below a typical liner. Rough surfaces, such as stones or other sharp objects, may puncture a membrane if it does not have sufficient puncture resistance. Various methods beyond standard ASTM tests are available; one such method, the critical cone height test, measures the maximum height of a cone on which a compressed geomembrane, which is subjected to increasing pressure, does not fail. HDPE samples typically have a critical cone height of around 1 cm.[6]

Environmental stress cracking[edit]

Environmental stress cracking is defined as external or internal cracking in plastic induced by applied tensile stress less than its short-term tensile strength. ESC is a fairly common observation in HDPE geomembranes and thus needs to be evaluated carefully. Proper polymeric properties, such as molecular weight, orientation, and distribution, aid in ESC resistance. ASTM D5397 [standard test method for evaluation of stress crack resistance of polyolefin geomembranes using notched constant tensile load (NCTL)] provides the necessary procedure for measuring the ESC resistance of most HDPE geomembranes. The current recommended transition time for an acceptable HDPE geomembrane is around 100 h.[5]

See also[edit]

References[edit]

  1. ^ gfredlee.com - National Research Council of the National Academies (2007): Assessment of the Performance of Engineered Waste Containment Barriers. Committee to Assess the Performance of Engineered Barriers. Washington DC.
  2. ^ Benson, C. H., Olson, M. A. & Bergstrom, W. R. (1996) Temperatures of Insulated Landfill Liner, p24-31
  3. ^ Rowe, R. Kerry, S Rimal, and S Rimal. 2008. Aging of HDPE Geomembrane in Three Composite Landfill Liner Configurations. Journal of Geotechnical & Geoenvironmental Engineering. 134, no. 7: 906-916.
  4. ^ Wesseloo, J, AT Visser, and E Rust. 2004. A Mathematical Model for the Strain-rate Dependent Stress-strain Response of HDPE Geomembranes. Geotextiles and Geomembranes. 22, no. 4: 273-295.
  5. ^ a b c d Sharma, Hari and Reddy, Krishna. 2004. Geoenvironmental Engineering: Site Remediation, Waste Containment, and Emerging Waste Management Technologies. John Wiley & Sons, Inc., Hoboken, New Jersey.
  6. ^ Kolbasuk, G. 1991. Coextruded Hdpe Vldpe Multilayer Geomembranes. Geotextiles and Geomembranes. 10, no. 5-6: 601-612.

External links[edit]