Correlating Index Properties and Hydraulic Conductivity of Geosynthetic Clay Liners
Publication: Journal of Geotechnical and Geoenvironmental Engineering
Volume 131, Issue 11
Abstract
Three index properties (liquid limit, sedimentation volume, and swell index) of two sodium bentonites from geosynthetic clay liners (GCLs) are correlated with the hydraulic conductivity of the same GCLs to evaluate the suitability of index properties for evaluating chemical compatibility. Deionized water (DIW) and calcium chloride solutions were used for hydration (index tests) and permeation (hydraulic conductivity tests). In general, increasing the concentration caused each index property to decrease and the hydraulic conductivity to increase relative to values obtained with DIW, with the strongest correlations obtained with the liquid limit. The correspondence between index properties and hydraulic conductivity differed by index property, the quality of the bentonite, and the effective stress applied during the hydraulic conductivity test. Thus, correlations used for compatibility assessments are specific to the bentonite in the GCL and the stress conditions being applied. Results of the study also show that appreciable changes in hydraulic conductivity can occur with little or no change in index properties and that the greatest changes in index properties may correspond to conditions causing low or modest changes in hydraulic conductivity. However, in this study, a critical threshold existed for each index property, beyond which further decreases in an index property correlated with substantial increases in hydraulic conductivity.
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Acknowledgments
Financial support for this study was provided by the U.S. National Science Foundation (NSF), Arlington, Va., under Grant No. NSFCMS-9820863 to Colorado State University and NSFCMS-9900336 to the University of Wisconsin-Madison. The opinions expressed in this paper are solely those of the writers and are not necessarily consistent with the policies or opinions of the NSF.
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Published In
Journal of Geotechnical and Geoenvironmental Engineering
Volume 131 • Issue 11 • November 2005
Pages: 1319 - 1329
Copyright
© 2005 ASCE.
History
Received: Sep 23, 2004
Accepted: Apr 18, 2005
Published online: Nov 1, 2005
Published in print: Nov 2005
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