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    Installation Stress in Prefabricated Vertical Drains

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2003:;Volume ( 129 ):;issue: 009
    Author:
    G. P. Karunaratne
    ,
    S. H. Chew
    ,
    K. W. Leong
    ,
    W. K. Wong
    ,
    L. H. Lim
    ,
    K. S. Yeo
    ,
    A. M. Hee
    DOI: 10.1061/(ASCE)1090-0241(2003)129:9(858)
    Publisher: American Society of Civil Engineers
    Abstract: Prefabricated vertical drains (PVDs) normally consist of a core and a filter (sleeve) made with polymeric materials. Modern installation rigs are capable of installing them at considerable speed in soft soil deposits. This note reports the tension developed in a PVD filter sleeve during the installation process, which was monitored with strain gauges. A tension of about 1,000 N was measured near the shoe shortly after the commencement of mandrel withdrawal. The need to watch the stresses in PVD in relation to the material properties of the components is highlighted.
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      Installation Stress in Prefabricated Vertical Drains

    URI
    http://yetl.yabesh.ir/yetl1/handle/yetl/52391
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    • Journal of Geotechnical and Geoenvironmental Engineering

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    contributor authorG. P. Karunaratne
    contributor authorS. H. Chew
    contributor authorK. W. Leong
    contributor authorW. K. Wong
    contributor authorL. H. Lim
    contributor authorK. S. Yeo
    contributor authorA. M. Hee
    date accessioned2017-05-08T21:27:47Z
    date available2017-05-08T21:27:47Z
    date copyrightSeptember 2003
    date issued2003
    identifier other%28asce%291090-0241%282003%29129%3A9%28858%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/52391
    description abstractPrefabricated vertical drains (PVDs) normally consist of a core and a filter (sleeve) made with polymeric materials. Modern installation rigs are capable of installing them at considerable speed in soft soil deposits. This note reports the tension developed in a PVD filter sleeve during the installation process, which was monitored with strain gauges. A tension of about 1,000 N was measured near the shoe shortly after the commencement of mandrel withdrawal. The need to watch the stresses in PVD in relation to the material properties of the components is highlighted.
    publisherAmerican Society of Civil Engineers
    titleInstallation Stress in Prefabricated Vertical Drains
    typeJournal Paper
    journal volume129
    journal issue9
    journal titleJournal of Geotechnical and Geoenvironmental Engineering
    identifier doi10.1061/(ASCE)1090-0241(2003)129:9(858)
    treeJournal of Geotechnical and Geoenvironmental Engineering:;2003:;Volume ( 129 ):;issue: 009
    contenttypeFulltext
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    DSpace software copyright © 2002-2015  DuraSpace
    نرم افزار کتابخانه دیجیتال "دی اسپیس" فارسی شده توسط یابش برای کتابخانه های ایرانی | تماس با یابش
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