Failure mechanisms of geosynthetic clay liner and textured geomembrane composite systems-Reference-Cited by-同舟云学术

Failure mechanisms of geosynthetic clay liner and textured geomembrane composite systems

Published:2021-06 Issue:3 Volume:49 Page:789-803
ISSN:0266-1144
Container-title:Geotextiles and Geomembranes
language:en
Short-container-title:Geotextiles and Geomembranes

Author:

Ghazizadeh Shahin,Bareither Christopher A.^ORCID

Funder

Colorado State University

Publisher

Elsevier BV

Subject

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

Reference57 articles.

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3. Standard Test Method for Determining Average Bonding Peel Strength Between Top and Bottom Layers of Needle-Punched Geosynthetic Clay Liners. D6496/6496M;ASTM,2015

4. Standard Test Method for Measuring Mass Per Unit Area of Geotextiles. D5261,2010

5. Standard Test Method for Measuring Mass Per Unit Area of Geosynthetic Clay Liners. D5993,2014

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2. Shear strength of HDPE smooth geomembrane/bentonite-polymer geosynthetic clay liner interface;Geotextiles and Geomembranes;2023-12

3. Thermo-Hydro-Mechanical Shear Behavior of Interfaces between a Textured Geomembrane and Geosynthetic Clay Liner;Geo-Congress 2023;2023-03-23

4. Effects of Pore Fluid and Surface Roughness on Geomembrane - Soil Interface Behavior;Turkish Journal of Civil Engineering;2023-03-01

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