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    Field and Theoretical Study on Side and Tip Resistance Interaction in Postgrouted Bored Piles

    Source: International Journal of Geomechanics:;2025:;Volume ( 025 ):;issue: 009::page 04025175-1
    Author:
    Wan, Zhihui
    ,
    Duan, Chang
    ,
    Hu, Tao
    ,
    Zhang, Runze
    ,
    Dai, Guoliang
    DOI: 10.1061/IJGNAI.GMENG-11609
    Publisher: American Society of Civil Engineers
    Abstract: Abstract The postgrouting technique significantly enhances the conditions at the pile–soil interface. This paper conducted on-site static load tests on large-diameter bored piles that were treated with tip grouting, side grouting, and combined tip-and-...
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      Field and Theoretical Study on Side and Tip Resistance Interaction in Postgrouted Bored Piles

    URI
    https://yetl.yabesh.ir/yetl1/handle/yetl/4312715
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    • International Journal of Geomechanics

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    contributor authorWan, Zhihui
    contributor authorDuan, Chang
    contributor authorHu, Tao
    contributor authorZhang, Runze
    contributor authorDai, Guoliang
    date accessioned2026-08-20T11:49:17Z
    date available2026-08-20T11:49:17Z
    date copyright2025/06/27
    date issued2025
    identifier otherIJGNAI.GMENG-11609.pdf
    identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4312715
    description abstractAbstract The postgrouting technique significantly enhances the conditions at the pile–soil interface. This paper conducted on-site static load tests on large-diameter bored piles that were treated with tip grouting, side grouting, and combined tip-and-...
    publisherAmerican Society of Civil Engineers
    titleField and Theoretical Study on Side and Tip Resistance Interaction in Postgrouted Bored Piles
    typeJournal Article
    journal volume25
    journal issue9
    journal titleInternational Journal of Geomechanics
    identifier doi10.1061/IJGNAI.GMENG-11609
    journal fristpage04025175-1
    journal lastpage04025175-13
    page13
    treeInternational Journal of Geomechanics:;2025:;Volume ( 025 ):;issue: 009
    contenttypeFulltext
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    DSpace software copyright © 2002-2015  DuraSpace
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