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dc.contributor.authorWan, Zhihui
dc.contributor.authorDuan, Chang
dc.contributor.authorHu, Tao
dc.contributor.authorZhang, Runze
dc.contributor.authorDai, Guoliang
dc.date.accessioned2026-08-20T11:49:17Z
dc.date.available2026-08-20T11:49:17Z
dc.date.copyright2025/06/27
dc.date.issued2025
dc.identifier.otherIJGNAI.GMENG-11609.pdf
dc.identifier.urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4312715
dc.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-...
dc.publisherAmerican Society of Civil Engineers
dc.titleField and Theoretical Study on Side and Tip Resistance Interaction in Postgrouted Bored Piles
dc.typeJournal Article
dc.journal.volume25
dc.journal.issue9
dc.journal.titleInternational Journal of Geomechanics
dc.identifier.doi10.1061/IJGNAI.GMENG-11609
dc.journal.fristpage04025175-1
dc.journal.lastpage04025175-13
dc.page13
dc.treeInternational Journal of Geomechanics:;2025:;Volume ( 025 ):;issue: 009
dc.contenttypeFulltext


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