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    Liquefaction of EICP-Treated Sand with Fabric Anisotropy

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2026:;Volume ( 152 ):;issue: 001::page 04025180-1
    Author:
    Xiao, Yang
    ,
    Zhang, Lei
    ,
    Shi, Jinquan
    ,
    Hu, Jian
    ,
    Evans, T. Matthew
    DOI: 10.1061/JGGEFK.GTENG-13150
    Publisher: American Society of Civil Engineers
    Abstract: AbstractFabric anisotropy and cementation can significantly affect the liquefaction behavior of soils. In this study, specimens with different degrees of fabric anisotropy, prepared with air pluviation (AP) and moist tamping (MT) methods, were treated ...
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      Liquefaction of EICP-Treated Sand with Fabric Anisotropy

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    https://yetl.yabesh.ir/yetl1/handle/yetl/4311398
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    contributor authorXiao, Yang
    contributor authorZhang, Lei
    contributor authorShi, Jinquan
    contributor authorHu, Jian
    contributor authorEvans, T. Matthew
    date accessioned2026-08-20T10:53:21Z
    date available2026-08-20T10:53:21Z
    date copyright2025/11/10
    date issued2026
    identifier otherJGGEFK.GTENG-13150.pdf
    identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4311398
    description abstractAbstractFabric anisotropy and cementation can significantly affect the liquefaction behavior of soils. In this study, specimens with different degrees of fabric anisotropy, prepared with air pluviation (AP) and moist tamping (MT) methods, were treated ...
    publisherAmerican Society of Civil Engineers
    titleLiquefaction of EICP-Treated Sand with Fabric Anisotropy
    typeJournal Article
    journal volume152
    journal issue1
    journal titleJournal of Geotechnical and Geoenvironmental Engineering
    identifier doi10.1061/JGGEFK.GTENG-13150
    journal fristpage04025180-1
    journal lastpage04025180-12
    page12
    treeJournal of Geotechnical and Geoenvironmental Engineering:;2026:;Volume ( 152 ):;issue: 001
    contenttypeFulltext
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