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    Full-Scale Experimental Study on the Degradation of Pile-Supported Embankment due to Water Infiltration

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2025:;Volume ( 151 ):;issue: 011::page 04025129-1
    Author:
    Liu, Shun
    ,
    Bian, Xuecheng
    ,
    Cui, Yujun
    ,
    Chen, Yunmin
    DOI: 10.1061/JGGEFK.GTENG-13201
    Publisher: American Society of Civil Engineers
    Abstract: AbstractStress transfer within pile-supported embankments is influenced by soil arching, and this phenomenon is assumed to be water uptake-dependent. In this study, a full-scale model of high-speed railway pile-supported embankment was constructed to ...
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      Full-Scale Experimental Study on the Degradation of Pile-Supported Embankment due to Water Infiltration

    URI
    https://yetl.yabesh.ir/yetl1/handle/yetl/4311400
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    contributor authorLiu, Shun
    contributor authorBian, Xuecheng
    contributor authorCui, Yujun
    contributor authorChen, Yunmin
    date accessioned2026-08-20T10:53:28Z
    date available2026-08-20T10:53:28Z
    date copyright2025/08/26
    date issued2025
    identifier otherJGGEFK.GTENG-13201.pdf
    identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4311400
    description abstractAbstractStress transfer within pile-supported embankments is influenced by soil arching, and this phenomenon is assumed to be water uptake-dependent. In this study, a full-scale model of high-speed railway pile-supported embankment was constructed to ...
    publisherAmerican Society of Civil Engineers
    titleFull-Scale Experimental Study on the Degradation of Pile-Supported Embankment due to Water Infiltration
    typeJournal Article
    journal volume151
    journal issue11
    journal titleJournal of Geotechnical and Geoenvironmental Engineering
    identifier doi10.1061/JGGEFK.GTENG-13201
    journal fristpage04025129-1
    journal lastpage04025129-15
    page15
    treeJournal of Geotechnical and Geoenvironmental Engineering:;2025:;Volume ( 151 ):;issue: 011
    contenttypeFulltext
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