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    Dilatancy Behavior of Normally Consolidated Reconstituted Clays: A Novel Constitutive Model Based on Bounding Compression Line

    Source: International Journal of Geomechanics:;2026:;Volume ( 026 ):;issue: 005::page 04026081-1
    Author:
    Shi, Zhenhao
    ,
    Tu, Zizhen
    ,
    Qian, Jiangu
    ,
    Huang, Da
    DOI: 10.1061/IJGNAI.GMENG-12502
    Publisher: American Society of Civil Engineers
    Abstract: Abstract This study investigates the dilatancy behavior of normally consolidated reconstituted clays. Comprehensive laboratory tests were conducted on deep Shanghai clay to investigate its mechanical behavior. The test results were compared with test ...
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      Dilatancy Behavior of Normally Consolidated Reconstituted Clays: A Novel Constitutive Model Based on Bounding Compression Line

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    https://yetl.yabesh.ir/yetl1/handle/yetl/4313818
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    contributor authorShi, Zhenhao
    contributor authorTu, Zizhen
    contributor authorQian, Jiangu
    contributor authorHuang, Da
    date accessioned2026-08-20T21:00:53Z
    date available2026-08-20T21:00:53Z
    date copyright2026/03/12
    date issued2026
    identifier otherIJGNAI.GMENG-12502.pdf
    identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4313818
    description abstractAbstract This study investigates the dilatancy behavior of normally consolidated reconstituted clays. Comprehensive laboratory tests were conducted on deep Shanghai clay to investigate its mechanical behavior. The test results were compared with test ...
    publisherAmerican Society of Civil Engineers
    titleDilatancy Behavior of Normally Consolidated Reconstituted Clays: A Novel Constitutive Model Based on Bounding Compression Line
    typeJournal Article
    journal volume26
    journal issue5
    journal titleInternational Journal of Geomechanics
    identifier doi10.1061/IJGNAI.GMENG-12502
    journal fristpage04026081-1
    journal lastpage04026081-11
    page11
    treeInternational Journal of Geomechanics:;2026:;Volume ( 026 ):;issue: 005
    contenttypeFulltext
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