Liquid limit based assessment of geosynthetic clay liners subject to hydration and hydraulic conductivity testings-Reference-Cited by-同舟云学术

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Liquid limit based assessment of geosynthetic clay liners subject to hydration and hydraulic conductivity testings

Published:2018-08 Issue:4 Volume:46 Page:436-447
ISSN:0266-1144
Container-title:Geotextiles and Geomembranes
language:en
Short-container-title:Geotextiles and Geomembranes

Author:

Özdamar Kul Tuğçe,Ören A. Hakan

Funder

Scientific and Technical Research Council of Turkey, TUBITAK

Publisher

Elsevier BV

Subject

Geotechnical Engineering and Engineering Geology,General Materials Science,Civil and Structural Engineering

Reference33 articles.

1. Laboratory investigation of GCL hydration from clayey sand subsoil;Anderson;Geotext. Geomembranes,2012

2. Standard Specification for Reagent Water;ASTM: D1193-06,2011

3. Standard Test Method for Particle-size Analysis of Soils;ASTM: D422-63,2007

4. Standard Test Methods for Liquid Limit, Plastic Limit, and Plasticity Index of Soils;ASTM: D4318-05,2005

5. Standard Test Method for Swell Index of Clay Mineral Component of Geosynthetic Clay Liners;ASTM: D5890-11,2011

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1. Self-healing capacity of GCLs under simulated field conditions;Geotextiles and Geomembranes;2024-08

2. Investigation of initial hydration and rehydration of geosynthetic clay liners from sandy subgrades via X-ray computed tomography images;Geotextiles and Geomembranes;2023-08

3. Performance of GCLs after long-term wet–dry cycles under a defect in GMB in a landfill;Geosynthetics International;2022-04-07

4. Evaluating the Hydration and Hydraulic Performance of a Geosynthetic Clay Liner (GCL) in Terms of Bentonite Mass per Unit Area;International Journal of Geosynthetics and Ground Engineering;2022-03-28

5. Combined influence of subsoil water content and mass per unit area on cation exchange behavior of geosynthetic clay liners;Geotextiles and Geomembranes;2022-02

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