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dc.contributor.authorWindt, Christian
dc.contributor.authorKudella, Matthias
dc.contributor.authorSchimmels, Stefan
dc.contributor.authorSmyczyński, Marcin
dc.contributor.authorKazimierowicz-Frankowska, Krystyna
dc.contributor.authorÖzgür Kirca, V.S.
dc.contributor.authorMutlu Sumer, B.
dc.contributor.authorGoseberg, Nils
dc.date.accessioned2026-08-20T21:02:42Z
dc.date.available2026-08-20T21:02:42Z
dc.date.copyright2025/07/07
dc.date.issued2025
dc.identifier.otherJWPED5.WWENG-2211.pdf
dc.identifier.urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4313866
dc.description.abstractAbstract The design of resilient offshore structures requires knowledge of the prevailing seabed dynamics under wave-induced loading. In particular, seabed liquefaction as one of the most severe forms of seabed dynamics must be understood to prevent ...
dc.publisherAmerican Society of Civil Engineers
dc.titleExperimental Modeling and Investigation of Seabed Liquefaction at Large Scale, Part I: Wave–Soil Interaction
dc.typeJournal Article
dc.journal.volume151
dc.journal.issue5
dc.journal.titleJournal of Waterway, Port, Coastal, and Ocean Engineering
dc.identifier.doi10.1061/JWPED5.WWENG-2211
dc.journal.fristpage04025024-1
dc.journal.lastpage04025024-19
dc.page19
dc.treeJournal of Waterway, Port, Coastal, and Ocean Engineering:;2025:;Volume ( 151 ):;issue: 005
dc.contenttypeFulltext


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