Comparison of the adhesion and shear tensile strength of needle-punched GCLs-Reference-Cited by-同舟云学术

Comparison of the adhesion and shear tensile strength of needle-punched GCLs

Published:2013-11 Issue: Volume:41 Page:17-25
ISSN:0266-1144
Container-title:Geotextiles and Geomembranes
language:en
Short-container-title:Geotextiles and Geomembranes

Author:

Bacas Belén M.,Blanco-Fernandez Elena,Cañizal Jorge

Publisher

Elsevier BV

Subject

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

Reference49 articles.

1. ASTM 6243, 2009. Standard test method for determining the internal and interface shear resistance of geosynthetic clay liner by the direct shear method.

2. ASTM D6496, 1999. Standard test method for determining average bonding peel strength between the top and bottom layers of needle-punched geosynthetic clay liners.

3. EN ISO 10319. Wide width test of geotextiles.

4. Cyclic shear test of a geosynthetic clay liner for a secondary containment application;Athanassopoulos;Geosynthetic International,2010

5. Shear Strength Behavior of Geosynthetics;Bacas,2009

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3. Role of particle shape on the shear strength of sand-GCL interfaces under dry and wet conditions;Geotextiles and Geomembranes;2022-04

4. Variability of Fiber Reinforcement, Peel Strength, and Internal Shear Strength in Needle-Punched GCLs;Journal of Geotechnical and Geoenvironmental Engineering;2021-03

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