3D physical modeling for checking Level III probabilistic design in breakwaters: A case study in Punta Langosteira Port, Spain

UDC.coleccionInvestigaciónes_ES
UDC.departamentoEnxeñaría Civiles_ES
UDC.endPage471es_ES
UDC.grupoInvEnxeñaría da Auga e do Medio Ambiente (GEAMA)es_ES
UDC.institutoCentroCITEEC - Centro de Innovación Tecnolóxica en Edificación e Enxeñaría Civiles_ES
UDC.issue4es_ES
UDC.journalTitleCoastal Engineering Journales_ES
UDC.startPage460es_ES
UDC.volume61es_ES
dc.contributor.authorSande, José
dc.contributor.authorPeña González, Enrique
dc.contributor.authorMaciñeira, Enrique
dc.contributor.authorFiguero, A.
dc.date.accessioned2024-12-03T19:03:29Z
dc.date.available2024-12-03T19:03:29Z
dc.date.issued2019
dc.descriptionVersión aceptada de: https://doi.org/10.1080/21664250.2019.1619987es_ES
dc.description.abstract[Abstract:] The structural design of a breakwater is usually carried out by applying the verification equations existing in the literature in order to analyze the different failure modes. It is also common to perform complementary physical model tests for testing and optimization. The design of the Western Breakwater of Punta Langosteira, A Coruña, Spain was developed in accordance with the Level III probabilistic procedure defined in the Recommendations for Maritime Works (ROM) developed by the Spanish Port Authority. This paper presents the tests which were performed for the optimization of the design, the verification of the different failure modes and the verification equations used, and the determination of the stability reserve. In addition, the results have made it possible to verify the goodness of fit of the calculations, analyze the overall stability of the breakwater, and ultimately, optimize the final design.es_ES
dc.identifier.citationSande, J., Peña, E., Maciñeira, E., & Figuero, A. (2019). 3D physical modeling for checking Level III probabilistic design in breakwaters: A case study in Punta Langosteira Port, Spain. Coastal Engineering Journal, 61(4), 460–471. https://doi.org/10.1080/21664250.2019.1619987es_ES
dc.identifier.doi10.1080/21664250.2019.1619987
dc.identifier.urihttp://hdl.handle.net/2183/40471
dc.language.isoenges_ES
dc.publisherTaylor & Francises_ES
dc.relation.urihttps://doi.org/10.1080/21664250.2019.1619987es_ES
dc.rightsAtribución-NoComercial-SinDerivadases_ES
dc.rightsThis is an Accepted Manuscript version of the following article, accepted for publication in Coastal Engineering Journal. It is deposited under the terms of the Creative Commons Attribution-NonCommercial-NoDerivatives License (http://creativecommons.org/licenses/by-nc-nd/4.0/), which permits non-commercial re-use, distribution, and reproduction in any medium, provided the original work is properly cited, and is not altered, transformed, or built upon in any way.es_ES
dc.rights.accessRightsopen accesses_ES
dc.rights.urihttp://creativecommons.org/licenses/by-nc-nd/3.0/es/*
dc.subjectPhysical modellinges_ES
dc.subjectProbabilistic designes_ES
dc.subjectBreakwateres_ES
dc.subjectCrown walles_ES
dc.subjectOvertoppinges_ES
dc.title3D physical modeling for checking Level III probabilistic design in breakwaters: A case study in Punta Langosteira Port, Spaines_ES
dc.typejournal articlees_ES
dspace.entity.typePublication
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relation.isAuthorOfPublication79331b3c-e21c-4801-a075-efba09dcd265
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