Hydraulic conductivity of bentonite-polymer geosynthetic clay liners to aggressive solid waste leachates-Reference-Cited by-同舟云学术

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Hydraulic conductivity of bentonite-polymer geosynthetic clay liners to aggressive solid waste leachates

Published:2024-10 Issue:5 Volume:52 Page:900-911
ISSN:0266-1144
Container-title:Geotextiles and Geomembranes
language:en
Short-container-title:Geotextiles and Geomembranes

Author:

Li Dong,Zhao Hanrui,Tian Kuo^ORCID

Publisher

Elsevier BV

Reference63 articles.

1. OIT depletion in HDPE geomembranes used in contact with solutions having very high and low pH;Abdelaal,2011

2. ASTM D 1193. Standard Specification for Reagent Water, ASTM International, West Conshohocken, Pennsylvania, USA.

3. ASTM D 5890. Standard Test Method for Swell Index of Clay Mineral Component of Geosynthetic Clay Liners, ASTM International, West Conshohocken, Pennsylvania, USA.

4. ASTM D 6766. Standard Test Method for Evaluation of Hydraulic Properties of Geosynthetic Clay Liners Permeated with Potentially Incompatible Aqueous Solutions, ASTM International, West Conshohocken, Pennsylvania, USA.

5. ASTM D 7348. Standard Test Methods for Loss on Ignition (LOI) of Solid Combustion Residues, ASTM International, West Conshohocken, Pennsylvania, USA.

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