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contributor authorJoseph Scalia IV
contributor authorCraig H. Benson
date accessioned2017-05-08T21:47:01Z
date available2017-05-08T21:47:01Z
date copyrightJanuary 2011
date issued2011
identifier other%28asce%29gt%2E1943-5606%2E0000424.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/62189
description abstractGeosynthetic clay liners (GCLs) were exhumed from composite barriers, (i.e., geomembrane over GCL) in final covers at four sites after 4.7 to 6.7 years to evaluate the in-service condition. Monovalent bound cations were replaced by divalent cations in all GCLs, with near complete exchange at two-thirds of the sampling locations. Hydraulic conductivity was measured using two dilute solutions commonly used as permeant water: standard water (SW,
publisherAmerican Society of Civil Engineers
titleHydraulic Conductivity of Geosynthetic Clay Liners Exhumed from Landfill Final Covers with Composite Barriers
typeJournal Paper
journal volume137
journal issue1
journal titleJournal of Geotechnical and Geoenvironmental Engineering
identifier doi10.1061/(ASCE)GT.1943-5606.0000407
treeJournal of Geotechnical and Geoenvironmental Engineering:;2011:;Volume ( 137 ):;issue: 001
contenttypeFulltext


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