Chapter
May 16, 2012
Concern for GCL Shrinkage when Installed on Slopes
Authors: R. Thiel and G. N. RichardsonAuthor Affiliations
Publication: Geosynthetics Research and Development in Progress
Abstract
This paper suggests that the dimensional stability of geosynthetic clay liners (GCLs) should be a significant design consideration worthy of special attention in specifications and testing. This issue, which has been all but ignored in the design profession to date, is being raised as a result of reported field observations.
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Published In
Geosynthetics Research and Development in Progress
Pages: 1 - 7
Copyright
© 2005 American Society of Civil Engineering.
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Published online: May 16, 2012
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R. Thiel
Thiel Engineering, Oregon House, CA; Vector Engineering, 143E Spring Hill Dr, Grass Valley, CA 95945
G. N. Richardson
G. N. Richardson & Associates, Inc., 14 N. Boylan Avenue, Raleigh, NC 27603
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ASCE Library Cards let you download journal articles, proceedings papers, and available book chapters across the entire ASCE Library platform. ASCE Library Cards remain active for 24 months or until all downloads are used. Note: This content will be debited as one download at time of checkout.
Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.