TECHNICAL PAPERS
May 11, 2011

Consolidation and Hydraulic Conductivity of Zeolite-Amended Soil-Bentonite Backfills

Publication: Journal of Geotechnical and Geoenvironmental Engineering
Volume 138, Issue 1

Abstract

The effect of zeolite amendment for enhanced sorption capacity on the consolidation behavior and hydraulic conductivity, k , of a representative soil-bentonite (SB) backfill for vertical cutoff walls was evaluated via laboratory testing. The consolidation behavior and k of test specimens containing fine sand, 5.8% (dry weight) sodium bentonite, and 0, 2, 5, or 10% (dry weight) of one of three types of zeolite (clinoptilolite, chabazite-lower bed, or chabazite-upper bed) were measured using fixed-ring oedometers, and k also was measured on separate specimens using a flexible-wall permeameter. The results indicated that addition of a zeolite had little impact on either the consolidation behavior or the k of the backfill, regardless of the amount or type of zeolite. For example, the compression index, Cc , for the unamended backfill specimen was 0.24, whereas values of Cc for the zeolite-amended specimens were in the range 0.19Cc0.23 . Similarly, the k for the unamended specimen based on flexible-wall tests was 2.4×10-10m/s , whereas values of k for zeolite-amended specimens were in the range 1.2×10-10k3.9×10-10m/s . The results of the study suggest that enhancing the sorption capacity of typical SB backfills via zeolite amendment is not likely to have a significant effect on the consolidation behavior or k of the backfill, provided that the amount of zeolite added is small ( 10% ).

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Acknowledgments

Financial support for this work was provided by the National Science Foundation (NSF) through Grant No. NSF0624104. The opinions and recommendations provided in this paper are solely those of the authors and are not necessarily consistent with the policies of NSF. The authors thank Central Builders Supply (Lewisburg, PA), GSA Resources (Tucson, AZ), and Wyo-Ben (Billings, MT) for donating materials used in this study.

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Go to Journal of Geotechnical and Geoenvironmental Engineering
Journal of Geotechnical and Geoenvironmental Engineering
Volume 138Issue 1January 2012
Pages: 15 - 25

History

Received: Jul 2, 2010
Accepted: May 9, 2011
Published online: May 11, 2011
Published in print: Jan 1, 2012

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Authors

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Catherine S. Hong [email protected]
Ph.D. Candidate, Dept. of Civil and Environmental Engineering, 1372 Campus Delivery, Colorado State Univ., Fort Collins, CO 80523-1372. E-mail: [email protected]
Charles D. Shackelford, Ph.D., M.ASCE [email protected]
P.E.
Professor, Dept. of Civil and Environmental Engineering, 1372 Campus Delivery, Colorado State Univ., Fort Collins, CO 80523-1372 (corresponding author). E-mail: [email protected]
Michael A. Malusis, Ph.D., A.M.ASCE [email protected]
P.E.
Associate Professor, Dept. of Civil and Environmental Engineering, Bucknell Univ., Lewisburg, PA 17837. E-mail: [email protected]

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