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dc.contributor.authorLin, Mingke
dc.contributor.authorQin, Changbing
dc.contributor.authorLei, Xiaoqin
dc.contributor.authorDing, Xuanming
dc.date.accessioned2026-08-20T21:04:27Z
dc.date.available2026-08-20T21:04:27Z
dc.date.copyright2026/01/13
dc.date.issued2026
dc.identifier.otherIJGNAI.GMENG-12605.pdf
dc.identifier.urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4313907
dc.description.abstractAbstract Large-diameter rigid piles with a low embedded depth-to-diameter ratio have been predominantly utilized in offshore wind turbines. A reliable way to evaluate the lateral bearing capacity of rigid piles in sandy seabeds is crucial for ensuring ...
dc.publisherAmerican Society of Civil Engineers
dc.titleClosed-Form Solution for the Ultimate Bearing Capacity of Large-Diameter Rigid Piles in Sand Based on Two-Wedge and Rotational Failure Mechanisms
dc.typeJournal Article
dc.journal.volume26
dc.journal.issue3
dc.journal.titleInternational Journal of Geomechanics
dc.identifier.doi10.1061/IJGNAI.GMENG-12605
dc.journal.fristpage04026020-1
dc.journal.lastpage04026020-11
dc.page11
dc.treeInternational Journal of Geomechanics:;2026:;Volume ( 026 ):;issue: 003
dc.contenttypeFulltext


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