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    Consolidation of a Geosynthetic Clay Liner under Isotropic States of Stress

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2010:;Volume ( 136 ):;issue: 001
    Author:
    Jong-Beom Kang
    ,
    Charles D. Shackelford
    DOI: 10.1061/(ASCE)GT.1943-5606.0000181
    Publisher: American Society of Civil Engineers
    Abstract: The 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,
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      Consolidation of a Geosynthetic Clay Liner under Isotropic States of Stress

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    http://yetl.yabesh.ir/yetl1/handle/yetl/61948
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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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    DSpace software copyright © 2002-2015  DuraSpace
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