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contributor authorFu, Yanbin
contributor authorHe, Zhenyuan
contributor authorZhang, Congming
contributor authorLi, Luhua
contributor authorGao, Xing
contributor authorYelü, Gendi
contributor authorWang, Xiaoguang
contributor authorZhang, Ming
contributor authorGuan, Jun
contributor authorWu, Ze
date accessioned2026-08-20T21:10:17Z
date available2026-08-20T21:10:17Z
date copyright2026/03/12
date issued2026
identifier otherIJGNAI.GMENG-13120.pdf
identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4314059
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 ...
publisherAmerican Society of Civil Engineers
titleSimplified Analytical Method to Evaluate the Ultimate Uplift Capacity of Squeezed Branch Piles Validated by In Situ Full-Scale Tests
typeJournal Article
journal volume26
journal issue5
journal titleInternational Journal of Geomechanics
identifier doi10.1061/IJGNAI.GMENG-13120
journal fristpage04026082-1
journal lastpage04026082-9
page9
treeInternational Journal of Geomechanics:;2026:;Volume ( 026 ):;issue: 005
contenttypeFulltext


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