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    Endochronic Modeling for Shear Hysteresis of Sand

    Source: Journal of Geotechnical Engineering:;1983:;Volume ( 109 ):;issue: 012
    Author:
    Han‐Chin Wu
    ,
    Jiun‐Chyuan Sheu
    DOI: 10.1061/(ASCE)0733-9410(1983)109:12(1539)
    Publisher: American Society of Civil Engineers
    Abstract: A version of the endochronic theory for sand is applied to describe the experimental results of a crystal silica No. 20 sand under cyclic simple shearing. Determination of the material parameters of the present model is discussed at length. It is shown that this seven‐parameter model provides a reasonable description for the sand under consideration. Nine cases are investigated. These correspond to the combination of three relative densities and three vertical stresses.
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      Endochronic Modeling for Shear Hysteresis of Sand

    URI
    http://yetl.yabesh.ir/yetl1/handle/yetl/19303
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    contributor authorHan‐Chin Wu
    contributor authorJiun‐Chyuan Sheu
    date accessioned2017-05-08T20:33:03Z
    date available2017-05-08T20:33:03Z
    date copyrightDecember 1983
    date issued1983
    identifier other%28asce%290733-9410%281983%29109%3A12%281539%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/19303
    description abstractA version of the endochronic theory for sand is applied to describe the experimental results of a crystal silica No. 20 sand under cyclic simple shearing. Determination of the material parameters of the present model is discussed at length. It is shown that this seven‐parameter model provides a reasonable description for the sand under consideration. Nine cases are investigated. These correspond to the combination of three relative densities and three vertical stresses.
    publisherAmerican Society of Civil Engineers
    titleEndochronic Modeling for Shear Hysteresis of Sand
    typeJournal Paper
    journal volume109
    journal issue12
    journal titleJournal of Geotechnical Engineering
    identifier doi10.1061/(ASCE)0733-9410(1983)109:12(1539)
    treeJournal of Geotechnical Engineering:;1983:;Volume ( 109 ):;issue: 012
    contenttypeFulltext
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