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    Plane-Strain Modeling of Smear Effects Associated with Vertical Drains

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;1997:;Volume ( 123 ):;issue: 005
    Author:
    B. Indraratna
    ,
    I. W. Redana
    DOI: 10.1061/(ASCE)1090-0241(1997)123:5(474)
    Publisher: American Society of Civil Engineers
    Abstract: The present study provides a methodology to include the smear effect of vertical drains in a two-dimensional (2D) plane-strain finite-element model, employing the modified Cam-clay theory. The analysis is conducted by converting the radius of the smear zone and its permeability (axisymmetric) into equivalent plane strain parameters. The introduction of smear effects improves the accuracy of the numerical model that is tested for a Malaysian soft clay, in this study.
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      Plane-Strain Modeling of Smear Effects Associated with Vertical Drains

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    http://yetl.yabesh.ir/yetl1/handle/yetl/51339
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    contributor authorB. Indraratna
    contributor authorI. W. Redana
    date accessioned2017-05-08T21:26:05Z
    date available2017-05-08T21:26:05Z
    date copyrightMay 1997
    date issued1997
    identifier other%28asce%291090-0241%281997%29123%3A5%28474%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/51339
    description abstractThe present study provides a methodology to include the smear effect of vertical drains in a two-dimensional (2D) plane-strain finite-element model, employing the modified Cam-clay theory. The analysis is conducted by converting the radius of the smear zone and its permeability (axisymmetric) into equivalent plane strain parameters. The introduction of smear effects improves the accuracy of the numerical model that is tested for a Malaysian soft clay, in this study.
    publisherAmerican Society of Civil Engineers
    titlePlane-Strain Modeling of Smear Effects Associated with Vertical Drains
    typeJournal Paper
    journal volume123
    journal issue5
    journal titleJournal of Geotechnical and Geoenvironmental Engineering
    identifier doi10.1061/(ASCE)1090-0241(1997)123:5(474)
    treeJournal of Geotechnical and Geoenvironmental Engineering:;1997:;Volume ( 123 ):;issue: 005
    contenttypeFulltext
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    DSpace software copyright © 2002-2015  DuraSpace
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