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    Response of Granular Soil along Constant Stress Increment Ratio Path

    Source: Journal of Geotechnical Engineering:;1990:;Volume ( 116 ):;issue: 003
    Author:
    Sik‐Cheung Robert Lo
    ,
    Ian Kenneth Lee
    DOI: 10.1061/(ASCE)0733-9410(1990)116:3(355)
    Publisher: American Society of Civil Engineers
    Abstract: The stress‐strain response of a granular soil along constant stress increment ratio paths is experimentally investigated for the condition of
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      Response of Granular Soil along Constant Stress Increment Ratio Path

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    http://yetl.yabesh.ir/yetl1/handle/yetl/20604
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    contributor authorSik‐Cheung Robert Lo
    contributor authorIan Kenneth Lee
    date accessioned2017-05-08T20:35:38Z
    date available2017-05-08T20:35:38Z
    date copyrightMarch 1990
    date issued1990
    identifier other%28asce%290733-9410%281990%29116%3A3%28355%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/20604
    description abstractThe stress‐strain response of a granular soil along constant stress increment ratio paths is experimentally investigated for the condition of
    publisherAmerican Society of Civil Engineers
    titleResponse of Granular Soil along Constant Stress Increment Ratio Path
    typeJournal Paper
    journal volume116
    journal issue3
    journal titleJournal of Geotechnical Engineering
    identifier doi10.1061/(ASCE)0733-9410(1990)116:3(355)
    treeJournal of Geotechnical Engineering:;1990:;Volume ( 116 ):;issue: 003
    contenttypeFulltext
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