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contributor authorJong-Beom Kang
contributor authorCharles D. Shackelford
date accessioned2017-05-08T21:46:31Z
date available2017-05-08T21:46:31Z
date copyrightJanuary 2010
date issued2010
identifier other%28asce%29gt%2E1943-5606%2E0000196.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/61948
description abstractThe consolidation behavior of a geosynthetic clay liner (GCL) was evaluated by consolidating duplicate specimens of the GCL in a flexible-wall cell to a final effective stress,
publisherAmerican Society of Civil Engineers
titleConsolidation of a Geosynthetic Clay Liner under Isotropic States of Stress
typeJournal Paper
journal volume136
journal issue1
journal titleJournal of Geotechnical and Geoenvironmental Engineering
identifier doi10.1061/(ASCE)GT.1943-5606.0000181
treeJournal of Geotechnical and Geoenvironmental Engineering:;2010:;Volume ( 136 ):;issue: 001
contenttypeFulltext


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