Abstract

Laboratory testing was conducted to evaluate strain concentrations adjacent to high-density polyethylene (HDPE) geomembrane seams loaded in tension perpendicular to the seam. Strain concentrations were evaluated using digital image correlation (DIC) on specimens meeting the ASTM criteria for wide-width tensile testing. The tensile strain in the zone of strain concentration adjacent to the seam from the DIC analysis was compared to the strain predicted using theoretical seam strain concentration factors. While the average strain in the zone of strain concentration was relatively close to the theoretical value, the maximum tensile strain in this zone was significantly greater than the value predicted using the theoretical strain concentration factors. For average (global) tensile strains in the order of 3%, maximum strains measured by DIC in the zone of strain concentration were in the order of 9 to 11%, compared to values on the order of 5 to 6% predicted using the theoretical strain concentration factors. These findings suggest that the allowable tensile strain for HDPE geomembranes that will be loaded in tension perpendicular to the seam should likely be less than 4%, and that construction quality assurance specimens for destructive testing should not be recovered from areas where the geomembrane may be loaded in tension.

Original languageEnglish (US)
Pages (from-to)333-342
Number of pages10
JournalGeosynthetics International
Volume24
Issue number4
DOIs
StatePublished - Aug 1 2017

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Geomembranes
geomembrane
digital image
Tensile strain
High density polyethylenes
evaluation
Tensile testing
Testing
Quality assurance

Keywords

  • Digital image correlation
  • Geomembrane
  • Geosynthetics
  • HDPE
  • Seam
  • Strain concentration

ASJC Scopus subject areas

  • Geotechnical Engineering and Engineering Geology

Cite this

Experimental evaluation of hdpe geomembrane seam strain concentrations. / Kavazanjian, Edward; Andresen, J.; Gutierrez, A.

In: Geosynthetics International, Vol. 24, No. 4, 01.08.2017, p. 333-342.

Research output: Contribution to journalArticle

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