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    Equivalent Diameter of Vertical Drains with an Oblong Cross Section

    Source: Journal of Geotechnical Engineering:;1994:;Volume ( 120 ):;issue: 009
    Author:
    Richard P. Long
    ,
    Alvaro Covo
    DOI: 10.1061/(ASCE)0733-9410(1994)120:9(1625)
    Publisher: American Society of Civil Engineers
    Abstract: The availability of wick drains has rapidly led to their replacing conventional sand drains as a means of accelerating the consolidation of soft soils. Wick drains have an oblong shape, but the available theories of radial consolidation have been derived for drains having a circular shape. What is needed to apply these theories to the design of field installations of wick drains is a method of calculating the equivalent diameter of an oblong shape. Previous investigators have suggested several equations for computing the equivalent diameter of wick drains, but they yield different results. The equivalent diameter of oblong drains is determined with an analog field plotter. The results of all methods are reviewed and then compared to published experimental values of equivalent diameters of wick drains. These values were determined from laboratory consolidation tests. Values of equivalent drain diameters backfigured from field data are discussed with respect to the influence of smear.
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      Equivalent Diameter of Vertical Drains with an Oblong Cross Section

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    http://yetl.yabesh.ir/yetl1/handle/yetl/21513
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    contributor authorRichard P. Long
    contributor authorAlvaro Covo
    date accessioned2017-05-08T20:37:23Z
    date available2017-05-08T20:37:23Z
    date copyrightSeptember 1994
    date issued1994
    identifier other%28asce%290733-9410%281994%29120%3A9%281625%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/21513
    description abstractThe availability of wick drains has rapidly led to their replacing conventional sand drains as a means of accelerating the consolidation of soft soils. Wick drains have an oblong shape, but the available theories of radial consolidation have been derived for drains having a circular shape. What is needed to apply these theories to the design of field installations of wick drains is a method of calculating the equivalent diameter of an oblong shape. Previous investigators have suggested several equations for computing the equivalent diameter of wick drains, but they yield different results. The equivalent diameter of oblong drains is determined with an analog field plotter. The results of all methods are reviewed and then compared to published experimental values of equivalent diameters of wick drains. These values were determined from laboratory consolidation tests. Values of equivalent drain diameters backfigured from field data are discussed with respect to the influence of smear.
    publisherAmerican Society of Civil Engineers
    titleEquivalent Diameter of Vertical Drains with an Oblong Cross Section
    typeJournal Paper
    journal volume120
    journal issue9
    journal titleJournal of Geotechnical Engineering
    identifier doi10.1061/(ASCE)0733-9410(1994)120:9(1625)
    treeJournal of Geotechnical Engineering:;1994:;Volume ( 120 ):;issue: 009
    contenttypeFulltext
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