Combined influence of subsoil water content and mass per unit area on cation exchange behavior of geosynthetic clay liners-Reference-Cited by-同舟云学术

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Combined influence of subsoil water content and mass per unit area on cation exchange behavior of geosynthetic clay liners

Published:2022-02 Issue:1 Volume:50 Page:174-182
ISSN:0266-1144
Container-title:Geotextiles and Geomembranes
language:en
Short-container-title:Geotextiles and Geomembranes

Author:

Karakuş Yasin,Taşkesti B. Enes,Ören A. Hakan

Publisher

Elsevier BV

Subject

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

Reference36 articles.

1. Insufficient initial hydration of GCLs from some subgrades: factors and causes;Acikel;Geotext. Geomembranes,2018

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

3. Standard test methods for laboratory compaction characteristics of soil using standard effort;Annu. Book ASTM Stand.,2021

4. Standard Test Methods for Amount of Material in Soils Finer than the No . 200 ( 75-μm ),2017

5. Standard test method for swell index of clay mineral component of geosynthetic,2019

Cited by 5 articles. 订阅此论文施引文献订阅此论文施引文献，注册后可以免费订阅5篇论文的施引文献，订阅后可以查看论文全部施引文献

1. Equivalent analytical models for assessment of landfill composite liners;Geosynthetics International;2024-01-17

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. Factors Affecting Cation Exchange Between Geosynthetic Clay Liners and Compacted Subsoils;Lecture Notes in Civil Engineering;2023

4. Laboratory investigation of GCL hydration from Lateritic subsoils;Geotextiles and Geomembranes;2022-10

5. 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

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