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dc.contributor.authorTwinkle, S.
dc.contributor.authorThiyyakkandi, Sudheesh
dc.contributor.authorSarkar, Joyprakash
dc.date.accessioned2026-08-20T11:55:50Z
dc.date.available2026-08-20T11:55:50Z
dc.date.copyright2025/08/26
dc.date.issued2025
dc.identifier.otherIJGNAI.GMENG-11697.pdf
dc.identifier.urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4312859
dc.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/...
dc.publisherAmerican Society of Civil Engineers
dc.titleExperimental and Numerical Investigation of Uplift Capacity of Membrane-Confined Stem-Grouted Piles
dc.typeJournal Article
dc.journal.volume25
dc.journal.issue11
dc.journal.titleInternational Journal of Geomechanics
dc.identifier.doi10.1061/IJGNAI.GMENG-11697
dc.journal.fristpage04025246-1
dc.journal.lastpage04025246-13
dc.page13
dc.treeInternational Journal of Geomechanics:;2025:;Volume ( 025 ):;issue: 011
dc.contenttypeFulltext


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