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dc.contributor.authorCai, Zhengyin
dc.contributor.authorFan, Kaifang
dc.contributor.authorGuan, Yunfei
dc.contributor.authorZhu, Xun
dc.contributor.authorYang, Chunjie
dc.date.accessioned2026-08-20T10:57:07Z
dc.date.available2026-08-20T10:57:07Z
dc.date.copyright2026/01/29
dc.date.issued2026
dc.identifier.otherJGGEFK.GTENG-13886.pdf
dc.identifier.urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4311487
dc.description.abstractAbstractThe most critical parameters of the soil–foundation interface in any dynamic analysis involving offshore wind foundations are strength, stiffness and hysteretic damping. This paper aims to investigate the behavior of the sand–pile interface under ...
dc.publisherAmerican Society of Civil Engineers
dc.titleStrength, Stiffness, and Hysteretic Damping of Steel Pile–Sand Interfaces under Cyclic Axial Loading
dc.typeJournal Article
dc.journal.volume152
dc.journal.issue4
dc.journal.titleJournal of Geotechnical and Geoenvironmental Engineering
dc.identifier.doi10.1061/JGGEFK.GTENG-13886
dc.journal.fristpage04026012-1
dc.journal.lastpage04026012-14
dc.page14
dc.treeJournal of Geotechnical and Geoenvironmental Engineering:;2026:;Volume ( 152 ):;issue: 004
dc.contenttypeFulltext


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