Hydraulic Conductivity and Compressibility of Soil-Bentonite Backfill Amended with Activated Carbon-Reference-Cited by-同舟云学术

Hydraulic Conductivity and Compressibility of Soil-Bentonite Backfill Amended with Activated Carbon

Published:2009-05 Issue:5 Volume:135 Page:664-672
ISSN:1090-0241
Container-title:Journal of Geotechnical and Geoenvironmental Engineering
language:en
Short-container-title:J. Geotech. Geoenviron. Eng.

Author:

Malusis Michael A.¹²³,Barben Edward J.¹²³,Evans Jeffrey C.¹²³

Affiliation:

1. Assistant Professor, Dept. of Civil and Environmental Engineering, Bucknell Univ., Lewisburg, PA 17837 (corresponding author).

2. Geotechnical Engineer, Gannett Fleming, Inc., Harrisburg, PA 17106-7100; formerly, Graduate Assistant, Dept. of Civil and Environmental Engineering, Bucknell Univ., Lewisburg, PA 17837.

3. Professor and Chair, Dept. of Civil and Environmental Engineering, Bucknell Univ., Lewisburg, PA 17837.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Geotechnical Engineering and Engineering Geology,General Environmental Science

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29GT.1943-5606.0000041

Reference44 articles.

1. Barben E. J. Malusis M. A. and Evans J. C. (2008). “Slump evaluation of soil-bentonite backfill amended with activated carbon.” Proc. GeoCongress 2008 Geotechnics of Waste Management and Remediation ASCE Geotechnical Special Publication No. 177 ASCE New York 636–643.

2. Evaluation of Granular Activated Carbon, Shale, and Two Organoclays for Use as Sorptive Amendments in Clay Landfill Liners

3. Baxter D. Y. (2000). “Mechanical behavior of soil-bentonite cutoff walls.” Ph.D. dissertation Virginia Polytechnic and State Univ. Blacksburg Va.

4. Bierck B. R. and Chang W. C. (1994). “Contaminant transport through soil-bentonite slurry walls: Attenuation by activated carbon.” Proc. Water Environmental Federation Specialty Conf. on Innovative Solutions for Contaminated Site Management Miami 461–472.

5. Costa M. J. (1996). “An evaluation of the state of stress in soil-bentonite slurry trench cutoff walls.” MS thesis Bucknell Univ. Lewisburg Pa.

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