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    Behavior of Foundation Clays Supporting Compliant Offshore Structures

    Source: Journal of Geotechnical Engineering:;1989:;Volume ( 115 ):;issue: 005
    Author:
    Aziz M. Malek
    ,
    Amr S. Azzouz
    ,
    Mohsen M. Baligh
    ,
    John T. Germaine
    DOI: 10.1061/(ASCE)0733-9410(1989)115:5(615)
    Publisher: American Society of Civil Engineers
    Abstract: Piles supporting compliant offshore structures subject the foundation soils to large cyclic shear stresses superimposed on significant static (sustained) stresses. In order to investigate the behavior of foundation clays during critical undrained storm‐loading conditions, an extensive experimental program involving
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      Behavior of Foundation Clays Supporting Compliant Offshore Structures

    URI
    http://yetl.yabesh.ir/yetl1/handle/yetl/20457
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    contributor authorAziz M. Malek
    contributor authorAmr S. Azzouz
    contributor authorMohsen M. Baligh
    contributor authorJohn T. Germaine
    date accessioned2017-05-08T20:35:21Z
    date available2017-05-08T20:35:21Z
    date copyrightMay 1989
    date issued1989
    identifier other%28asce%290733-9410%281989%29115%3A5%28615%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/20457
    description abstractPiles supporting compliant offshore structures subject the foundation soils to large cyclic shear stresses superimposed on significant static (sustained) stresses. In order to investigate the behavior of foundation clays during critical undrained storm‐loading conditions, an extensive experimental program involving
    publisherAmerican Society of Civil Engineers
    titleBehavior of Foundation Clays Supporting Compliant Offshore Structures
    typeJournal Paper
    journal volume115
    journal issue5
    journal titleJournal of Geotechnical Engineering
    identifier doi10.1061/(ASCE)0733-9410(1989)115:5(615)
    treeJournal of Geotechnical Engineering:;1989:;Volume ( 115 ):;issue: 005
    contenttypeFulltext
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