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dc.contributor.authorZhonghou Xu
dc.contributor.authorBruce W. Melville
dc.contributor.authorLiam Wotherspoon
dc.contributor.authorN. A. K. Nandasena
dc.date.accessioned2022-01-30T19:09:50Z
dc.date.available2022-01-30T19:09:50Z
dc.date.issued2020
dc.identifier.other%28ASCE%29WW.1943-5460.0000571.pdf
dc.identifier.urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4264770
dc.description.abstractBreakwaters are effective structures for mitigating tsunami-induced damage. However, pieces of the breakwater can be displaced by the turbulent tsunami flow, which undermines the stability of the breakwater and reduces its mitigation effectiveness. Assessing the damage to breakwaters in tsunami-prone coasts is, therefore, valuable for the port authority, cargo owners, and coastal residents. Physical experiments were conducted to assess potential damage to a typical composite breakwater in New Zealand due to tsunamis. Higher breakwaters can resist a stronger bore impact and experience delayed initiation of the same damage. A new parameter is proposed to assess the damage in the armor layer, which takes into account the size and density of armor units, the height of the breakwater, and the tsunami bore depth.
dc.publisherASCE
dc.titleStability of Composite Breakwaters under Tsunami Attack
dc.typeJournal Paper
dc.journal.volume146
dc.journal.issue4
dc.journal.titleJournal of Waterway, Port, Coastal, and Ocean Engineering
dc.identifier.doi10.1061/(ASCE)WW.1943-5460.0000571
dc.page04020011
dc.treeJournal of Waterway, Port, Coastal, and Ocean Engineering:;2020:;Volume ( 146 ):;issue: 004
dc.contenttypeFulltext


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