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    Experimental and Numerical Investigation of Uplift Capacity of Membrane-Confined Stem-Grouted Piles

    Source: International Journal of Geomechanics:;2025:;Volume ( 025 ):;issue: 011::page 04025246-1
    Author:
    Twinkle, S.
    ,
    Thiyyakkandi, Sudheesh
    ,
    Sarkar, Joyprakash
    DOI: 10.1061/IJGNAI.GMENG-11697
    Publisher: American Society of Civil Engineers
    Abstract: Abstract Conventional deep foundations with high uplift resistance, such as enlarged base/belled/underreamed piles, pose significant challenges in terms of quality control and assurance. Specifically, the collapse of enlarged/reamed zones during the ... Practical Applications Foundations supporting tall lightweight structures, such as chimneys, windmills, transmission towers, and marine structures, are subjected to large uplift forces due to wind loads, line tension, wave action, etc. Enlarged base/...
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      Experimental and Numerical Investigation of Uplift Capacity of Membrane-Confined Stem-Grouted Piles

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    https://yetl.yabesh.ir/yetl1/handle/yetl/4312859
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    contributor authorTwinkle, S.
    contributor authorThiyyakkandi, Sudheesh
    contributor authorSarkar, Joyprakash
    date accessioned2026-08-20T11:55:50Z
    date available2026-08-20T11:55:50Z
    date copyright2025/08/26
    date issued2025
    identifier otherIJGNAI.GMENG-11697.pdf
    identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4312859
    description abstractAbstract Conventional deep foundations with high uplift resistance, such as enlarged base/belled/underreamed piles, pose significant challenges in terms of quality control and assurance. Specifically, the collapse of enlarged/reamed zones during the ... Practical Applications Foundations supporting tall lightweight structures, such as chimneys, windmills, transmission towers, and marine structures, are subjected to large uplift forces due to wind loads, line tension, wave action, etc. Enlarged base/...
    publisherAmerican Society of Civil Engineers
    titleExperimental and Numerical Investigation of Uplift Capacity of Membrane-Confined Stem-Grouted Piles
    typeJournal Article
    journal volume25
    journal issue11
    journal titleInternational Journal of Geomechanics
    identifier doi10.1061/IJGNAI.GMENG-11697
    journal fristpage04025246-1
    journal lastpage04025246-13
    page13
    treeInternational Journal of Geomechanics:;2025:;Volume ( 025 ):;issue: 011
    contenttypeFulltext
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