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    Correlation between G0 and τmax for Kaolinite Clay

    Source: Journal of Geotechnical Engineering:;1983:;Volume ( 109 ):;issue: 005
    Author:
    G. A. Athanasopoulos
    ,
    F. E. Richart, Jr.
    DOI: 10.1061/(ASCE)0733-9410(1983)109:5(719)
    Publisher: American Society of Civil Engineers
    Abstract: The low-amplitude shear modulus, G
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      Correlation between G0 and τmax for Kaolinite Clay

    URI
    http://yetl.yabesh.ir/yetl1/handle/yetl/19370
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    contributor authorG. A. Athanasopoulos
    contributor authorF. E. Richart, Jr.
    date accessioned2017-05-08T20:33:13Z
    date available2017-05-08T20:33:13Z
    date copyrightMay 1983
    date issued1983
    identifier other%28asce%290733-9410%281983%29109%3A5%28719%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/19370
    description abstractThe low-amplitude shear modulus, G
    publisherAmerican Society of Civil Engineers
    titleCorrelation between G0 and τmax for Kaolinite Clay
    typeJournal Paper
    journal volume109
    journal issue5
    journal titleJournal of Geotechnical Engineering
    identifier doi10.1061/(ASCE)0733-9410(1983)109:5(719)
    treeJournal of Geotechnical Engineering:;1983:;Volume ( 109 ):;issue: 005
    contenttypeFulltext
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    نرم افزار کتابخانه دیجیتال "دی اسپیس" فارسی شده توسط یابش برای کتابخانه های ایرانی | تماس با یابش
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