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    Degradation of Marine Clays under Cyclic Loading

    Source: Journal of Geotechnical Engineering:;1988:;Volume ( 114 ):;issue: 002
    Author:
    Mladen Vucetic
    ,
    Rlcardo Dobry
    DOI: 10.1061/(ASCE)0733-9410(1988)114:2(133)
    Publisher: American Society of Civil Engineers
    Abstract: A study of the effect of the overconsolidation ratio (OCR) on the cyclic shear modulus degradation of clay is presented. The research is based on a series of strain‐controlled, constant‐volume, cyclic, simple‐shear tests conducted on samples of an offshore Venezuelan clay consolidated to
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      Degradation of Marine Clays under Cyclic Loading

    URI
    http://yetl.yabesh.ir/yetl1/handle/yetl/20236
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    contributor authorMladen Vucetic
    contributor authorRlcardo Dobry
    date accessioned2017-05-08T20:34:55Z
    date available2017-05-08T20:34:55Z
    date copyrightFebruary 1988
    date issued1988
    identifier other%28asce%290733-9410%281988%29114%3A2%28133%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/20236
    description abstractA study of the effect of the overconsolidation ratio (OCR) on the cyclic shear modulus degradation of clay is presented. The research is based on a series of strain‐controlled, constant‐volume, cyclic, simple‐shear tests conducted on samples of an offshore Venezuelan clay consolidated to
    publisherAmerican Society of Civil Engineers
    titleDegradation of Marine Clays under Cyclic Loading
    typeJournal Paper
    journal volume114
    journal issue2
    journal titleJournal of Geotechnical Engineering
    identifier doi10.1061/(ASCE)0733-9410(1988)114:2(133)
    treeJournal of Geotechnical Engineering:;1988:;Volume ( 114 ):;issue: 002
    contenttypeFulltext
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    DSpace software copyright © 2002-2015  DuraSpace
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