Chapter
May 7, 2012
Effect of Geomembrane Texturing on GCL – Geomembrane Interface Shear Strength
Authors: John S. McCartney, Jorge G. Zornberg, and Robert H. SwanAuthor Affiliations
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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© 2005 American Society of Civil Engineers.
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Published online: May 7, 2012
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ASCE Technical Topics:
- Clay liners
- Computing in civil engineering
- Continuum mechanics
- Databases
- Displacement (mechanics)
- Engineering fundamentals
- Engineering mechanics
- Geomaterials
- Geomembranes
- Geosynthetics
- Geotechnical engineering
- Impact tests
- Information Technology (IT)
- Laboratory tests
- Material mechanics
- Material properties
- Materials engineering
- Shear strength
- Shear tests
- Solid mechanics
- Strength of materials
- Structural mechanics
- Tests (by type)
Authors
Affiliations
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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