Please use this identifier to cite or link to this item: https://hdl.handle.net/11147/9963
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dc.contributor.authorBakunowicz, Paulina-
dc.contributor.authorDemirci, Hasan Emre-
dc.contributor.authorEgeli, İsfendiyar-
dc.date.accessioned2021-01-24T18:31:48Z-
dc.date.available2021-01-24T18:31:48Z-
dc.date.issued2014-
dc.identifier.issn1848-9850-
dc.identifier.urihttps://hdl.handle.net/11147/9963-
dc.description3rd International Conference on Road and Rail Infrastructure (CETRA)en_US
dc.description.abstractUse of Floating Slab Track (FST) type infrastructure systems in high speed railway (HSR) embankments is becoming increasingly popular in the world today as well as a mean of vibration isolation and safe and fast rail travel. The main emphasis of this study is on the application of non-ballasted concepts for high-speed operation used in the design of Far Eastern HSR embankments and a manufactured floating slab track system. In this paper, finite element method (FEM) is used to model soil-structure interaction. Effects of soil stiffness (k(s)) are carefully investigated. Longitudinal settlements are obtained and checked against allowable values. The study has confirmed the quality and reliability of the FST systems, which continue to have huge use in high speed rail design-construction projects nowadays.en_US
dc.description.sponsorshipUniv Zagreb, Fac Civil Engn, Dept Transportat Engn, CEMEX, Hottinger Baldwin Messtechnik GmbH, Tensar Int, Univ Zagreb, Minist Maritime Affairs, Transport & Infrastructure, Minister Sci, Educ & Sports, HZ INFRASTRUKTURA d o oen_US
dc.language.isoenen_US
dc.publisherUniversity of Zagreb Facultyen_US
dc.relation.ispartof3rd International Conference on Road and Rail Infrastructure, CETRA 2014en_US
dc.relation.ispartofseriesRoad and Rail Infrastructure-
dc.rightsinfo:eu-repo/semantics/closedAccessen_US
dc.subjectsoil-structure interactionen_US
dc.subjectcoefficient of subgrade reactionen_US
dc.subjectHigh Speed Railway embankmentsen_US
dc.subjectslab tracken_US
dc.titleFem analysis with special focus on soil-structure interaction of floating slab-track infrastructure in high speed railway embankmentsen_US
dc.typeConference Objecten_US
dc.institutionauthorBakunowicz, Paulina-
dc.institutionauthorDemirci, Hasan Emre-
dc.institutionauthorEgeli, Isfendiyar-
dc.departmentİzmir Institute of Technology. Civil Engineeringen_US
dc.identifier.startpage641en_US
dc.identifier.endpage647en_US
dc.identifier.wosWOS:000372900600081en_US
dc.relation.publicationcategoryMakale - Uluslararası Hakemli Dergi - Kurum Öğretim Elemanıen_US
dc.identifier.wosqualityN/A-
dc.identifier.scopusqualityN/A-
item.grantfulltextnone-
item.openairetypeConference Object-
item.languageiso639-1en-
item.cerifentitytypePublications-
item.fulltextNo Fulltext-
item.openairecristypehttp://purl.org/coar/resource_type/c_18cf-
crisitem.author.dept03.03. Department of Civil Engineering-
Appears in Collections:WoS İndeksli Yayınlar Koleksiyonu / WoS Indexed Publications Collection
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