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    Lateral Pressure Effects on Adjacent Bridge Piles in Deep Soft Foundations Based on a Soil-Squeezing Model

    Source: International Journal of Geomechanics:;2026:;Volume ( 026 ):;issue: 008::page 04026138-1
    Author:
    He, Xinrong
    ,
    Li, Guowei
    ,
    Zhou, Yang
    ,
    Amenuvor, Andrew Cudzo
    ,
    Liu, Ruyi
    DOI: 10.1061/IJGNAI.GMENG-13285
    Publisher: American Society of Civil Engineers
    Abstract: Abstract Lateral pressure generated by pile penetration in deep soft-soil foundations can compromise the bearing performance of adjacent cast-in-place bridge piles. This study, conducted on a highway-widening project, systematically investigated soil-...
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      Lateral Pressure Effects on Adjacent Bridge Piles in Deep Soft Foundations Based on a Soil-Squeezing Model

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    https://yetl.yabesh.ir/yetl1/handle/yetl/4314067
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    contributor authorHe, Xinrong
    contributor authorLi, Guowei
    contributor authorZhou, Yang
    contributor authorAmenuvor, Andrew Cudzo
    contributor authorLiu, Ruyi
    date accessioned2026-08-20T21:10:33Z
    date available2026-08-20T21:10:33Z
    date copyright2026/05/18
    date issued2026
    identifier otherIJGNAI.GMENG-13285.pdf
    identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4314067
    description abstractAbstract Lateral pressure generated by pile penetration in deep soft-soil foundations can compromise the bearing performance of adjacent cast-in-place bridge piles. This study, conducted on a highway-widening project, systematically investigated soil-...
    publisherAmerican Society of Civil Engineers
    titleLateral Pressure Effects on Adjacent Bridge Piles in Deep Soft Foundations Based on a Soil-Squeezing Model
    typeJournal Article
    journal volume26
    journal issue8
    journal titleInternational Journal of Geomechanics
    identifier doi10.1061/IJGNAI.GMENG-13285
    journal fristpage04026138-1
    journal lastpage04026138-15
    page15
    treeInternational Journal of Geomechanics:;2026:;Volume ( 026 ):;issue: 008
    contenttypeFulltext
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