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    Capillary Effects on Dynamic Modulus of Sands and Silts

    Source: Journal of Geotechnical Engineering:;1984:;Volume ( 110 ):;issue: 009
    Author:
    Shiming Wu
    ,
    Donald H. Gray
    ,
    F. E. Richart, Jr.
    DOI: 10.1061/(ASCE)0733-9410(1984)110:9(1188)
    Publisher: American Society of Civil Engineers
    Abstract: Resonant column tests of five fine‐grained cohesionless soils showed the influence of capillary stresses on values of the low‐amplitude shear modulus,
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      Capillary Effects on Dynamic Modulus of Sands and Silts

    URI
    http://yetl.yabesh.ir/yetl1/handle/yetl/19641
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    contributor authorShiming Wu
    contributor authorDonald H. Gray
    contributor authorF. E. Richart, Jr.
    date accessioned2017-05-08T20:33:47Z
    date available2017-05-08T20:33:47Z
    date copyrightSeptember 1984
    date issued1984
    identifier other%28asce%290733-9410%281984%29110%3A9%281188%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/19641
    description abstractResonant column tests of five fine‐grained cohesionless soils showed the influence of capillary stresses on values of the low‐amplitude shear modulus,
    publisherAmerican Society of Civil Engineers
    titleCapillary Effects on Dynamic Modulus of Sands and Silts
    typeJournal Paper
    journal volume110
    journal issue9
    journal titleJournal of Geotechnical Engineering
    identifier doi10.1061/(ASCE)0733-9410(1984)110:9(1188)
    treeJournal of Geotechnical Engineering:;1984:;Volume ( 110 ):;issue: 009
    contenttypeFulltext
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    DSpace software copyright © 2002-2015  DuraSpace
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