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dc.contributor.authorMadrid, R.
dc.contributor.authorGens Solé, Antonio
dc.contributor.authorAlonso Pérez de Agreda, Eduardo
dc.contributor.authorTarrago, Dani
dc.contributor.otherUniversitat Politècnica de Catalunya. Departament d'Enginyeria del Terreny, Cartogràfica i Geofísica
dc.date.accessioned2014-03-06T18:00:57Z
dc.date.created2013
dc.date.issued2013
dc.identifier.citationMadrid, R. [et al.]. A simplified procedure to assess the dynamic stability of a caisson breakwater. A: International Conference on Soil Mechanics and Geotechnical Engineering. "Proceedings of the 18th International Conference on Soil Mechanics and Geotechnical Engineering". Paris: 2013, p. 2367-2370.
dc.identifier.urihttp://hdl.handle.net/2117/21898
dc.description.abstractThe paper describes a simplified method of analysis used to evaluate the stability of a caisson breakwater to sea wave actions. An intensive laboratory program was performed in order to evaluate the static and dynamic characteristics of the foundation soil. Anisotropic and isotropic consolidated cyclic triaxial tests and cyclic simple shear tests were used to define the cyclic interaction diagram for the foundation soil. The possibility of foundation cyclic mobility due to wave loading and their effect on the breakwater stability was examined combining the cyclic interaction diagram with the results of finite element analysis. The potential reduction in soil strength is then incorporated into a conventional stability analysis. The procedure is illustrated by a specific application to a caisson breakwater that is part of the extension works of the Barcelona Harbour.
dc.format.extent4 p.
dc.language.isoeng
dc.subjectÀrees temàtiques de la UPC::Enginyeria civil::Enginyeria hidràulica, marítima i sanitària::Ports i costes
dc.subject.lcshCaissons
dc.subject.lcshBreakwaters
dc.subject.othercyclic tests
dc.subject.otherinteraction diagrams
dc.subject.otherliquefaction
dc.subject.othercaisson breakwater
dc.subject.otherwave loading
dc.subject.otherstability
dc.titleA simplified procedure to assess the dynamic stability of a caisson breakwater
dc.typeConference report
dc.subject.lemacDics d'escullera
dc.contributor.groupUniversitat Politècnica de Catalunya. MSR - Mecànica del Sòls i de les Roques
dc.relation.publisherversionhttp://www.geotech-fr.org/sites/default/files/congres/cimsg/2367.pdf
dc.rights.accessRestricted access - publisher's policy
drac.iddocument13188017
dc.description.versionPostprint (published version)
dc.date.lift10000-01-01
upcommons.citation.authorMadrid, R.; Gens, A.; Alonso, E.; Tarrago, D.
upcommons.citation.contributorInternational Conference on Soil Mechanics and Geotechnical Engineering
upcommons.citation.pubplaceParis
upcommons.citation.publishedtrue
upcommons.citation.publicationNameProceedings of the 18th International Conference on Soil Mechanics and Geotechnical Engineering
upcommons.citation.startingPage2367
upcommons.citation.endingPage2370


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