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    Smear Effects of Vertical Drains on Soft Bangkok Clay

    Source: Journal of Geotechnical Engineering:;1991:;Volume ( 117 ):;issue: 010
    Author:
    Dennes T. Bergado
    ,
    Hiroshi Asakami
    ,
    Marolo C. Alfaro
    ,
    A. S. Balasubramaniam
    DOI: 10.1061/(ASCE)0733-9410(1991)117:10(1509)
    Publisher: American Society of Civil Engineers
    Abstract: Smear effects due to the installation of prefabricated vertical drains were studied in the laboratory using special equipment and in the field using a full‐scale test embankment. The prefabricated vertical drains were installed by two different sizes of mandrel. The test results showed that the smear zone can be assumed to be twice the equivalent mandrel diameter and the horizontal permeability coefficient in the smeared zone,
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      Smear Effects of Vertical Drains on Soft Bangkok Clay

    URI
    http://yetl.yabesh.ir/yetl1/handle/yetl/20719
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    contributor authorDennes T. Bergado
    contributor authorHiroshi Asakami
    contributor authorMarolo C. Alfaro
    contributor authorA. S. Balasubramaniam
    date accessioned2017-05-08T20:35:52Z
    date available2017-05-08T20:35:52Z
    date copyrightOctober 1991
    date issued1991
    identifier other%28asce%290733-9410%281991%29117%3A10%281509%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/20719
    description abstractSmear effects due to the installation of prefabricated vertical drains were studied in the laboratory using special equipment and in the field using a full‐scale test embankment. The prefabricated vertical drains were installed by two different sizes of mandrel. The test results showed that the smear zone can be assumed to be twice the equivalent mandrel diameter and the horizontal permeability coefficient in the smeared zone,
    publisherAmerican Society of Civil Engineers
    titleSmear Effects of Vertical Drains on Soft Bangkok Clay
    typeJournal Paper
    journal volume117
    journal issue10
    journal titleJournal of Geotechnical Engineering
    identifier doi10.1061/(ASCE)0733-9410(1991)117:10(1509)
    treeJournal of Geotechnical Engineering:;1991:;Volume ( 117 ):;issue: 010
    contenttypeFulltext
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    DSpace software copyright © 2002-2015  DuraSpace
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