Hydration Fluid and Field Exposure Effects on Moisture-Suction Response of Geosynthetic Clay Liners-Reference-Cited by-同舟云学术

Hydration Fluid and Field Exposure Effects on Moisture-Suction Response of Geosynthetic Clay Liners

Published:2019-04 Issue:4 Volume:145 Page:04019010
ISSN:1090-0241
Container-title:Journal of Geotechnical and Geoenvironmental Engineering
language:en
Short-container-title:J. Geotech. Geoenviron. Eng.

Author:

Yesiller Nazli¹,Hanson James L.²,Risken Jacob L.³,Benson Craig H.⁴,Abichou Tarek⁵,Darius Jenner B.⁶

Affiliation:

1. Director, Global Waste Research Institute, California Polytechnic State Univ., San Luis Obispo, CA 93407 (corresponding author).

2. Professor, Dept. of Civil and Environmental Engineering, California Polytechnic State Univ., San Luis Obispo, CA 93407.

3. Project Engineer, Group Delta Consultants, 32 Mauchly, Suite B, Irvine, CA 92618.

4. Dean and Hamilton Professor, School of Engineering and Applied Science, Dept. of Civil and Environmental Engineering, Univ. of Virginia, Charlottesville, VA 22904.

5. Professor, Dept. of Civil and Environmental Engineering, Florida State Univ., Tallahassee, FL 32310.

6. Project Engineer, Suffolk Construction, Phillip’s Point West Tower, 777 S Flagler Dr., #1400, West Palm Beach, FL 33401.

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.1943-5606.0002011

Reference52 articles.

1. Applicability and accuracy of the initially dry and initially wet contact filter paper tests for matric suction measurement of geosynthetic clay liners

2. Barosso M. N. Touze-Foltz and F. Saidi. 2006. “Validation of the use of filter paper suction measurements for the determination of GCLs water retention curves.” In Proc. 8th Int. Conf. on Geosynthetics 171–174. Rotterdam Netherlands: Millpress.

3. Development of suction measurement techniques to quantify the water retention behaviour of GCLs

4. Water-Retention Behavior of Geosynthetic Clay Liners

5. Impact of subgrade water content on cation exchange and hydraulic conductivity of geosynthetic clay liners in composite barriers

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