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dc.contributor.authorShioi, Yukitakeen
dc.date.accessioned2013-05-10T04:36:47Z-
dc.date.available2013-05-10T04:36:47Z-
dc.date.issued2011-
dc.identifier.urihttp://hdl.handle.net/2433/173845-
dc.descriptionInternational Symposium on Backwards Problem in Geotechnical Engineering and Monitoring of Geo-Construction, Green Hall, Kensetsu-Koryu-kan, 2011/07/14-15en
dc.description.abstractIn Japan, conformity in the design of a bridge's superstructure and substructure has been realized by taking into account the correlation between the load and displacement of its foundation. This has enabled a rational seismic design to be achieved, but failure to take into account deformation of the foundation might invite a serious accident. The collapse of the Can Tho Bridge in Vietnam was caused by uneven settlement under the foundation of a bent supporting the concrete slab, which sank slightly during construction process due to the slab's step weights. In this paper, the author proposes a newly developed calculation method based on a revised Voigt Model for estimating the settlement of soft ground in the Mekong Delta.en
dc.format.mimetypeapplication/pdf-
dc.language.isoeng-
dc.titleImportance of Taking Deformation of Substructure into Account for Bridge Designen
dc.typearticle-
dc.type.niitypeArticle-
dc.identifier.jtitleProceeding of TC302 Symposium Osaka 2011 : International Symposium on Backwards Problem in Geotechnical Engineering and Monitoring of Geo-Constructionen
dc.identifier.spage51-
dc.identifier.epage62-
dc.textversionpublisher-
dc.identifier.artnum共同研究(一般共同研究)23G-04-
dc.sortkey07-
dc.addressHachinohe Institute of Technologyen
dcterms.accessRightsopen access-
出現コレクション:International Symposium on Backwards Problem in Geotechnical Engineering and Monitoring of Geo-Construction

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