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Membrane behavior and coupled solute transport through a geosynthetic clay liner

dc.contributor.authorMalusis, Michael Adam, author
dc.contributor.authorShackelford, Charles D., advisor
dc.contributor.authorOlsen, Harold W., committee member
dc.contributor.authorNelson, John D., committee member
dc.contributor.authorLadanyi, Branka, committee member
dc.date.accessioned2026-05-07T18:06:40Z
dc.date.issued2001
dc.description.abstractThe ability of a geosynthetic clay liner (GCL) to act as a semi-permeable membrane that restricts migration of solutes, and the influence of this membrane behavior on solute transport through a GCL, are evaluated in this research. A coupled solute transport model that accounts for membrane behavior (i.e., salt-sieving, chemico-osmotic counter flow) in clay soils is developed. In addition, laboratory chemico-osmotic/ diffusion and column tests are conducted on specimens of a GCL subjected to potassium chloride (KCl) solutions. Measured chemico-osmotic efficiency coefficients (co) range from 0.14 to 0.63, and effective salt-diffusion coefficients (D*s) range from 2.38 x 10-10 m2/s to 7.83 x 10-11 m2/s for 10-mm-thick GCL specimens subjected to KCl source concentrations ranging from 0.0039 M to 0.047 M. The results indicate that two coupling effects limit KCl diffusion through the GCL: (1) an explicit coupling effect due to salt-sieving, as predicted by the coupled flux transport theory; and (2) implicit coupling characterized by a concentration-dependent decrease in D*s that ts related to the apparent tortuosity factor (τa). These effects are correlated with measured ω values for the GCL. Comparison of experimental results from column tests with model simulations based on independently measured values of ω and D*s (or τa) indicate that implicit coupling is more significant than explicit coupling for reducing solute flux through the GCL under diffusion-dominated conditions. The results of theoretical simulations indicate that lower values of solute flux and longer solute transit times through a soil membrane are predicted by coupled solute transport theory relative to advective-dispersive theory that neglects chemico-osmotic efficiency. The coupled transport model also provides better agreement with measured data from the column tests than advective-dispersive theory. Use of advective-dispersive theory to simulate solute transport through GCLs appears reasonable under diffusion-dominated conditions, provided that implicit coupling is included by using an appropriate value of D*s (or τa) that corresponds to the solute concentration.
dc.format.mediumdoctoral dissertations
dc.identifier.urihttps://hdl.handle.net/10217/244364
dc.identifier.urihttps://doi.org/10.25675/3.026959
dc.languageEnglish
dc.language.isoeng
dc.publisherColorado State University. Libraries
dc.relation.ispartof2000-2019
dc.rightsCopyright and other restrictions may apply. User is responsible for compliance with all applicable laws. For information about copyright law, please see https://libguides.colostate.edu/copyright.
dc.rights.licensePer the terms of a contractual agreement, all use of this item is limited to the non-commercial use of Colorado State University and its authorized users.
dc.subjectcivil engineering
dc.subjectenvironmental engineering
dc.subjectgeotechnology
dc.titleMembrane behavior and coupled solute transport through a geosynthetic clay liner
dc.typeText
dcterms.rights.dplaThis Item is protected by copyright and/or related rights (https://rightsstatements.org/vocab/InC/1.0/). You are free to use this Item in any way that is permitted by the copyright and related rights legislation that applies to your use. For other uses you need to obtain permission from the rights-holder(s).
thesis.degree.disciplineCivil Engineering
thesis.degree.grantorColorado State University
thesis.degree.levelDoctoral
thesis.degree.nameDoctor of Philosophy (Ph.D.)

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