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    Design Strengths for an Offshore Clay

    Source: Journal of Geotechnical Engineering:;1985:;Volume ( 111 ):;issue: 003
    Author:
    Demetrious C. Koutsoftas
    ,
    Charles C. Ladd
    DOI: 10.1061/(ASCE)0733-9410(1985)111:3(337)
    Publisher: American Society of Civil Engineers
    Abstract: Stability analyses for stage construction of a breakwater located offshore New Jersey required a detailed evaluation of the undrained stress‐strain‐strength properties of a plastic marine clay. One set of analyses, representing “conventional” practice, used UU triaxial compression tests to obtain the initial undrained strength
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      Design Strengths for an Offshore Clay

    URI
    http://yetl.yabesh.ir/yetl1/handle/yetl/19733
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    contributor authorDemetrious C. Koutsoftas
    contributor authorCharles C. Ladd
    date accessioned2017-05-08T20:33:56Z
    date available2017-05-08T20:33:56Z
    date copyrightMarch 1985
    date issued1985
    identifier other%28asce%290733-9410%281985%29111%3A3%28337%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/19733
    description abstractStability analyses for stage construction of a breakwater located offshore New Jersey required a detailed evaluation of the undrained stress‐strain‐strength properties of a plastic marine clay. One set of analyses, representing “conventional” practice, used UU triaxial compression tests to obtain the initial undrained strength
    publisherAmerican Society of Civil Engineers
    titleDesign Strengths for an Offshore Clay
    typeJournal Paper
    journal volume111
    journal issue3
    journal titleJournal of Geotechnical Engineering
    identifier doi10.1061/(ASCE)0733-9410(1985)111:3(337)
    treeJournal of Geotechnical Engineering:;1985:;Volume ( 111 ):;issue: 003
    contenttypeFulltext
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