Variability in Membrane Behavior of Geosynthetic Clay Liners-Reference-Cited by-同舟云学术

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Variability in Membrane Behavior of Geosynthetic Clay Liners

Published:2024-02-22 Issue: Volume:62 Page:369-377
ISSN:
Container-title:Geo-Congress 2024
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Author:

Polat Fatih¹¹²³⁴,Rahman Sayed A. B.¹¹²³⁴,Sample-Lord Kristin¹¹²³⁴,Yesiller Nazli¹¹²³⁴,Hanson James L.¹¹²³⁴,Malusis Michael A.¹¹²³⁴

Affiliation:

1. Graduate Research Assistant, Dept. of Civil and Environmental Engineering, Villanova Univ.

2. Associate Professor, Dept. of Civil and Environmental Engineering, Villanova Univ..

3. Director, Global Waste Research Institute, California Polytechnic State Univ., San Luis Obispo, CA.

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

Publisher

American Society of Civil Engineers

Link

https://ascelibrary.org/doi/pdf/10.1061/9780784485323.037

Reference28 articles.

1. ASTM. (2019). D5890-19 Test Method for Swell Index of Clay Mineral Component of Geosynthetic Clay Liners. ASTM International. https://doi.org/10.1520/D5890-19.

2. ASTM. (2018). D5993 -18 Test Method for Measuring Mass per Unit Area of Geosynthetic Clay Liners. ASTM International. https://doi.org/10.1520/D5993-18R22.

3. ASTM. (2018). D7503-18. (2018). Standard Test Method for Measuring the Exchange Complex and Cation Exchange Capacity of Inorganic Fine-Grained Soils. ASTM International. https://doi.org/10.1520/D7503–18.

4. Improving membrane performance via bentonite polymer nanocomposite

5. Coupled chemical-hydraulic-mechanical behaviour of bentonites

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