Stress‐Cracking Resistance of High‐Density Polyethylene Geomembranes
Publication: Journal of Geotechnical Engineering
Volume 119, Issue 11
Abstract
A new index test method, the notched constant tensile load (NCTL) test, for evaluating high‐density polyethylene (HDPE) geomembranes regarding stress‐cracking resistance is presented in this paper. Eighteen commercially virgin geomembranes and 7 field‐exhumed geomembranes were evaluated using the new test. Results show a wide variation in the onset of the transition time. For the 18 virgin geomembranes, the transition times range from 10 hours to 5,000 hours. In addition, all 7 field‐exhumed geomembranes, where failure actually occurred, show transition times less than 100 hours. An evaluation of the test results leads to a tentative recommendation that the transition time for an acceptable HDPE geomembrane should be 100 hours or longer. A comparison between the results of NCTL test and the currently used ASTM D 1693 bent‐strip test was conducted. It indicates that the bent‐strip test cannot adequately evaluate stress cracking resistance, and that the NCTL test is a more critical test in the assessment of such behavior.
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Information & Authors
Information
Published In
Journal of Geotechnical Engineering
Volume 119 • Issue 11 • November 1993
Pages: 1840 - 1855
Copyright
Copyright © 1993 American Society of Civil Engineers.
History
Received: Oct 27, 1992
Published online: Nov 1, 1993
Published in print: Nov 1993
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