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    Analysis of Pile–Soil Interaction Based on an Unsaturated Soil Equivalent Rheological Model

    Source: International Journal of Geomechanics:;2026:;Volume ( 026 ):;issue: 007::page 04026115-1
    Author:
    Cui, Jifei
    ,
    Zhang, Qiaoxu
    ,
    Jin, Yanhao
    ,
    Rao, Pingping
    ,
    Zhou, Yi
    DOI: 10.1061/IJGNAI.GMENG-13108
    Publisher: American Society of Civil Engineers
    Abstract: Abstract Unsaturated soils constitute a substantial portion of the Earth’s surface, underscoring the critical importance of examining the deep foundation behavior within these soils in the field of geotechnical engineering. This study develops a time-...
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      Analysis of Pile–Soil Interaction Based on an Unsaturated Soil Equivalent Rheological Model

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    https://yetl.yabesh.ir/yetl1/handle/yetl/4314058
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    contributor authorCui, Jifei
    contributor authorZhang, Qiaoxu
    contributor authorJin, Yanhao
    contributor authorRao, Pingping
    contributor authorZhou, Yi
    date accessioned2026-08-20T21:10:08Z
    date available2026-08-20T21:10:08Z
    date copyright2026/04/22
    date issued2026
    identifier otherIJGNAI.GMENG-13108.pdf
    identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4314058
    description abstractAbstract Unsaturated soils constitute a substantial portion of the Earth’s surface, underscoring the critical importance of examining the deep foundation behavior within these soils in the field of geotechnical engineering. This study develops a time-...
    publisherAmerican Society of Civil Engineers
    titleAnalysis of Pile–Soil Interaction Based on an Unsaturated Soil Equivalent Rheological Model
    typeJournal Article
    journal volume26
    journal issue7
    journal titleInternational Journal of Geomechanics
    identifier doi10.1061/IJGNAI.GMENG-13108
    journal fristpage04026115-1
    journal lastpage04026115-9
    page9
    treeInternational Journal of Geomechanics:;2026:;Volume ( 026 ):;issue: 007
    contenttypeFulltext
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