Hydraulic conductivity of a dense prehydrated GCL permeated with aggressive inorganic solutions

Geosynthetics International

Volumn 11, Issue 3, 2004, Pages 233-241

  Kolstad, D C ^a   Benson, C H ^b   Edil, T B ^b   Jo, H Y ^c  

^a BARR ENGINEERING COMPANY   (United States)

^b UNIVERSITY OF WISCONSIN MADISON   (United States)

^c Korea Institute of Geosceince and Mineral Resources   (South Korea)

Author keywords

Bentonite; Chemical compatibility; Densification; Free swell; Geosynthetic clay liner; Geosynthetics; Hydraulic conductivity; Prehydration

Indexed keywords

BENTONITE; CLAY; DENSIFICATION; HYDRATION; HYDRAULIC CONDUCTIVITY; MECHANICAL TESTING;

CHEMICAL COMPATIBILITY; FREE SWELL; GEOSYNTHETIC CLAY LINER; GEOSYNTHETICS;

GEOSYNTHETIC MATERIALS;

GEOSYNTHETICS; HYDRAULIC CONDUCTIVITY;

CLAY LINER; DENSITY; GEOSYNTHETICS; HYDRAULICS; MOISTURE; TESTING;

EID: 32044434711     PISSN: 10726349     EISSN: 10726349     Source Type: Journal    
DOI: 10.1680/gein.11.3.209.44488     Document Type: Article

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