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    Semianalytical Solution for Pile Installation Response in Marine Soft Clays Considering Anisotropy and Structural Degradation

    Source: International Journal of Geomechanics:;2026:;Volume ( 026 ):;issue: 002::page 04025352-1
    Author:
    Zhu, Qu
    ,
    Shang, Jin
    ,
    Zhou, Pan
    ,
    Yang, Shanghui
    ,
    Wei, Mingdong
    DOI: 10.1061/IJGNAI.GMENG-12472
    Publisher: American Society of Civil Engineers
    Abstract: Abstract The penetration of piles into marine soft clays causes significant soil disturbance, resulting in substantial changes to effective stress, pore-water pressure, and soil structure. This study presents a semianalytical framework to address the ...
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      Semianalytical Solution for Pile Installation Response in Marine Soft Clays Considering Anisotropy and Structural Degradation

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    https://yetl.yabesh.ir/yetl1/handle/yetl/4313774
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    contributor authorZhu, Qu
    contributor authorShang, Jin
    contributor authorZhou, Pan
    contributor authorYang, Shanghui
    contributor authorWei, Mingdong
    date accessioned2026-08-20T20:59:11Z
    date available2026-08-20T20:59:11Z
    date copyright2025/12/05
    date issued2026
    identifier otherIJGNAI.GMENG-12472.pdf
    identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4313774
    description abstractAbstract The penetration of piles into marine soft clays causes significant soil disturbance, resulting in substantial changes to effective stress, pore-water pressure, and soil structure. This study presents a semianalytical framework to address the ...
    publisherAmerican Society of Civil Engineers
    titleSemianalytical Solution for Pile Installation Response in Marine Soft Clays Considering Anisotropy and Structural Degradation
    typeJournal Article
    journal volume26
    journal issue2
    journal titleInternational Journal of Geomechanics
    identifier doi10.1061/IJGNAI.GMENG-12472
    journal fristpage04025352-1
    journal lastpage04025352-11
    page11
    treeInternational Journal of Geomechanics:;2026:;Volume ( 026 ):;issue: 002
    contenttypeFulltext
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