HDPE geomembrane/geotextile interface shear strength

Timothy D. Stark, Thomas A. Williamson, Hisham T. Eid

Research output: Contribution to journalArticle

Abstract

This paper describes torsional ring shear tests on interfaces comprised of high-density polyethylene (HDPE) geomembranes/nonwoven geotextiles and a drainage geocomposite. Four textured geomembranes with three different manufacturing techniques are utilized to investigate the effect of geomembrane texturing on interface shear resistance. In addition, the effects of geotextile fiber type, fabric style, polymer composition, calendering, and mass per unit area on textured HDPE geomembrane interface strengths are investigated. The textured HDPE geomembrane/nonwoven geotextile and drainage geocomposite interfaces exhibited a large postpeak strength loss. This strength loss is attributed to pulling out or tearing of filaments from the nonwoven geotextile and orienting them parallel to shear, and polishing of the texturing on the geomembrane. At high normal stresses, the strength loss can be caused by damage to or removal of the texturing on the geomembrane surface.

Original languageEnglish (US)
Article number5450
Pages (from-to)197-203
Number of pages7
JournalJournal of Geotechnical Engineering
Volume122
Issue number3
StatePublished - Mar 1 1996

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ASJC Scopus subject areas

  • Geotechnical Engineering and Engineering Geology
  • Environmental Science(all)

Cite this

Stark, T. D., Williamson, T. A., & Eid, H. T. (1996). HDPE geomembrane/geotextile interface shear strength. Journal of Geotechnical Engineering, 122(3), 197-203. [5450].