Chapter
Apr 26, 2012
Physical Response of Geomembrane Wrinkles near GCL Overlaps
Authors: R. W. I. Brachman [email protected], P. Joshi [email protected], R. K. Rowe [email protected], and S. Gudina [email protected]Author Affiliations
Publication: Geo-Frontiers 2011: Advances in Geotechnical Engineering
Abstract
Results from physical experiments are reported to quantify the deformations of geomembrane wrinkles near overlaps in an underlying geosynthetic clay liner (GCL) when subjected to vertical overburden pressure. The height and width of the wrinkle decreased, but a void remained between the geomembrane and GCL when subjected to a vertical pressure of 250 kPa. It was found that the deformation of the geomembrane wrinkle was not significantly altered by the presence of the overlap and that for the conditions tested there was no discernable opening of the GCL overlap when subjected to stress. It is anticipated that the proximity and orientation of the geomembrane wrinkle relative to the GCL overlap and the stress conditions arising from the deforming wrinkle can influence the hydraulic performance of the GCL overlap.
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© 2011 American Society of Civil Engineers.
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Published online: Apr 26, 2012
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M.ASCE
GeoEngineering Centre at Queen's-RMC, Queen's University, Kingston ON, K7L 3N6 Canada.E-mail: [email protected]
GeoEngineering Centre at Queen's-RMC, Queen's University, Kingston ON, K7L 3N6 Canada.E-mail: [email protected]
F.ASCE
GeoEngineering Centre at Queen's-RMC, Queen's University, Kingston ON, K7L 3N6 Canada.E-mail: [email protected]
Stantec Consulting Ltd., 200-2781 Lancaster Road, Ottawa ON, K1B 1A7 Canada.E-mail: [email protected]
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