Hydraulic conductivity and swelling ability of a polymer modified bentonite subjected to wet–dry cycles in seawater-Reference-Cited by-同舟云学术

Hydraulic conductivity and swelling ability of a polymer modified bentonite subjected to wet–dry cycles in seawater

Published:2016-10 Issue:5 Volume:44 Page:739-747
ISSN:0266-1144
Container-title:Geotextiles and Geomembranes
language:en
Short-container-title:Geotextiles and Geomembranes

Author:

De Camillis Michela,Di Emidio Gemmina,Bezuijen Adam,Verástegui-Flores Ramiro Daniel

Publisher

Elsevier BV

Subject

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

Reference50 articles.

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3. Standard Test Method for Evaluation of Hydraulic Properties of Geosynthetic Clay Liners Permeated with Potentially Incompatible Liquids;ASTM D6766,2002

4. Standard Test Method for Swell Index of Clay Mineral Component of Geosynthetic Clay Liners;ASTM D5890,2006

5. Comparative study of hydraulic behaviour of geosynthetic clay liners exhumed from a landfill cover and from a dam after several years in service;Barral,2012

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