The sensitivity of sodium bentonite (Na-B) to adverse chemical interactions has spurred development of enhanced bentonites (EBs) for geosynthetic clay liners (GCLs) that provide superior properties for containment systems. EB-GCLs are engineered to control contaminant transport by maintaining low hydraulic conductivity (k) when exposed to solutions with high ionic strength, a preponderance of divalent cations, and/or extreme pH (<2 and >12). An overview of current EB-GCL technologies is provided. Engineering properties, including k, the effective diffusion coefficient (D*), and the membrane or chemico-osmotic efficiency coefficient (ω), are summarized for EBs and compared to properties of conventional Na-B. Applicability of indicator parameters currently used to assess GCLs containing Na-B (swell index, fluid loss, and liquid limit) is evaluated for EBs. Mechanisms proven or postulated to influence the behavior of EBs are presented and discussed. EBs generally have superior transport properties (lower k, lower D*, higher ω) in elevated concentration solutions, although some bentonites amended with proprietary additives (broadly termed contaminant resistant clays, or CRCs) have been found to be similar or inferior to Na-B. Compatibility tests conducted with containment liquids are necessary to assess the transport properties of EB-GCLs for site-specific applications.
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August 2018
Research Article|
July 02 2018
Enhanced bentonites for containment of inorganic waste leachates by GCLs Available to Purchase
J. Scalia, IV;
J. Scalia, IV
1Assistant Professor, Civil & Environmental Engineering, Colorado State University, Fort Collins, CO, USA, E-mail: joseph.scalia@colostate.edu (corresponding author)
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G. L. Bohnhoff;
G. L. Bohnhoff
2Assistant Professor, Civil & Environmental Engineering, University of Wisconsin-Platteville, Platteville, WI, USA, E-mail: bohnhoffg@uwplatt.edu
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C. D. Shackelford;
C. D. Shackelford
3Professor & Head, Civil & Environmental Engineering, Colorado State University, Fort Collins, CO, USA, E-mail: shackel@engr.colostate.edu
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C. H. Benson;
C. H. Benson
4Dean, School of Engineering, University of Virginia, Charlottesville, VA, USA, E-mail: chbenson@virginia.edu
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K. M. Sample-Lord;
K. M. Sample-Lord
5Assistant Professor, Civil & Environmental Engineering, Villanova University, Villanova, PA, USA, E-mail: kristin.sample-lord@villanova.edu
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M. A. Malusis;
M. A. Malusis
6Professor, Civil & Environmental Engineering, Bucknell University, Lewisburg, PA, USA, E-mail: mam028@bucknell.edu
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W. J. Likos
W. J. Likos
7Professor & Chair, Geological Engineering, University of Wisconsin-Madison, Madison, WI, USA, E-mail: likos@wisc.edu
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Publisher: Emerald Publishing
Received:
July 10 2017
Revision Received:
January 09 2018
Accepted:
April 21 2018
Online ISSN: 1751-7613
Print ISSN: 1072-6349
© 2018 Thomas Telford Ltd
2018
Geosynthetics International (2018) 25 (4): 392–411.
Article history
Received:
July 10 2017
Revision Received:
January 09 2018
Accepted:
April 21 2018
Citation
Scalia J, Bohnhoff GL, Shackelford CD, Benson CH, Sample-Lord KM, Malusis MA, Likos WJ (2018), "Enhanced bentonites for containment of inorganic waste leachates by GCLs". Geosynthetics International, Vol. 25 No. 4 pp. 392–411, doi: https://doi.org/10.1680/jgein.18.00024
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