Chapter
May 7, 2012

Effect of Geomembrane Texturing on GCL – Geomembrane Interface Shear Strength

Publication: Waste Containment and Remediation

Abstract

This study investigates the impact of geomembrane texturing on the peak and large-displacement shear strength of the GCL GM interface using a significant commercial database of large-scale direct shear test results. Texturing procedures used by different GM manufacturers were found not to influence GCL-GM interface shear strength. GM texturing, quantified by asperity heights, was found to be highly variable. GM texturing was generally found to improve both the peak and large-displacement shear strength of GCL-GM interfaces. The existence of an optimum asperity height beyond which there is a decrease in large-displacement shear strength was evaluated. The available data indicates that, at least for unhydrated GCL-GM interfaces, an optimum asperity height can be identified.

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Go to Waste Containment and Remediation
Waste Containment and Remediation
Pages: 1 - 11

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Published online: May 7, 2012

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John S. McCartney
Department of Civil Engineering, Geotechnical Research Group, The University of Texas at Austin, 1 University Station C1792, Austin, TX 78712-0280
Jorge G. Zornberg
Department of Civil Engineering, Geotechnical Research Group, The University of Texas at Austin, 1 University Station C1792, Austin, TX 78712-0280
Robert H. Swan
SGI Testing Services, 4405 International Boulevard, Suite-B117, Norcross, Georgia 30093

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