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Simplified Analytical Method to Evaluate the Ultimate Uplift Capacity of Squeezed Branch Piles Validated by In Situ Full-Scale Tests

dc.contributor.authorFu, Yanbin
dc.contributor.authorHe, Zhenyuan
dc.contributor.authorZhang, Congming
dc.contributor.authorLi, Luhua
dc.contributor.authorGao, Xing
dc.contributor.authorYelü, Gendi
dc.contributor.authorWang, Xiaoguang
dc.contributor.authorZhang, Ming
dc.contributor.authorGuan, Jun
dc.contributor.authorWu, Ze
dc.date.accessioned2026-08-20T21:10:17Z
dc.date.available2026-08-20T21:10:17Z
dc.date.copyright2026/03/12
dc.date.issued2026
dc.identifier.otherIJGNAI.GMENG-13120.pdf
dc.identifier.urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4314059
dc.description.abstractAbstract The deep soft clay layers typically exhibit low uplift skin friction in coastal reclamation areas. Squeezed branch piles (SBPs) demonstrate a superior interlocking behavior with the surrounding soil and enhance the uplift bearing capacity (UBC). ... Practical Applications This study proposes a simplified analytical method for calculating the uplift bearing capacity (UBC) of branches and plates, providing a practical tool for analyzing and designing squeezed branch piles. Existing approaches tend to ...
dc.publisherAmerican Society of Civil Engineers
dc.titleSimplified Analytical Method to Evaluate the Ultimate Uplift Capacity of Squeezed Branch Piles Validated by In Situ Full-Scale Tests
dc.typeJournal Article
dc.journal.volume26
dc.journal.issue5
dc.journal.titleInternational Journal of Geomechanics
dc.identifier.doi10.1061/IJGNAI.GMENG-13120
dc.journal.fristpage04026082-1
dc.journal.lastpage04026082-9
dc.page9
dc.treeInternational Journal of Geomechanics:;2026:;Volume ( 026 ):;issue: 005
dc.contenttypeFulltext


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