Hydration and Cation Exchange during Subgrade Hydration and Effect on Hydraulic Conductivity of Geosynthetic Clay Liners-Reference-Cited by-同舟云学术

Hydration and Cation Exchange during Subgrade Hydration and Effect on Hydraulic Conductivity of Geosynthetic Clay Liners

Published:2013-04 Issue:4 Volume:139 Page:526-538
ISSN:1090-0241
Container-title:Journal of Geotechnical and Geoenvironmental Engineering
language:en
Short-container-title:J. Geotech. Geoenviron. Eng.

Author:

Bradshaw Sabrina L.¹,Benson Craig H.²,Scalia Joseph³

Affiliation:

1. Research Scientist and Outreach Coordinator, Geological Engineering, Univ. of Wisconsin, 1415 Engineering Dr., Madison, WI 53706 (corresponding author).

2. Wisconsin Distinguished Professor and Chair, Geological Engineering, and Director of Sustainability Research and Education, Office of Sustainability, Univ. of Wisconsin, 1415 Engineering Dr., Madison, WI 53706.

3. Ph.D. Candidate, Geological Engineering, Univ. of Wisconsin, 1415 Engineering Dr., Madison, WI 53706.

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.1943-5606.0000793

Reference39 articles.

1. ASTM. (2008). Annual book of ASTM standards Vols. 04.08 04.09 and 11.01 West Conshohocken PA.

2. Properties of geosynthetics exhumed from a final cover at a solid waste landfill

3. Relative Abundance of Monovalent and Divalent Cations and the Impact of Desiccation on Geosynthetic Clay Liners

4. Hydraulic Performance of Geosynthetic Clay Liners in a Landfill Final Cover

5. Bradshaw S. L. and Benson C. H. (2011). “Effect of cation exchange during subgrade hydration and municipal solid waste leachate permeation on the hydraulic conductivity of geosynthetic clay liners.” Geological Engineering Rep. No. 11-09 Univ. of Wisconsin Madison WI.

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