Please use this identifier to cite or link to this item: http://repositorio.lnec.pt:8080/jspui/handle/123456789/1003849
Full metadata record
DC FieldValueLanguage
dc.contributor.authorFortunato, E.pt_BR
dc.contributor.authorPaixão, A.pt_BR
dc.contributor.authorFontul, S.pt_BR
dc.contributor.editorSeiichi Miurapt_BR
dc.contributor.editorTatsuya Ishikawapt_BR
dc.contributor.editorNobuyuki Yoshidapt_BR
dc.contributor.editorYoshio Hisaript_BR
dc.contributor.editorNagato Abept_BR
dc.date.accessioned2012-10-01T15:32:39Zpt_BR
dc.date.accessioned2014-10-21T08:49:14Zpt_BR
dc.date.accessioned2017-04-13T12:05:48Z-
dc.date.available2012-10-01T15:32:39Zpt_BR
dc.date.available2014-10-21T08:49:14Zpt_BR
dc.date.available2017-04-13T12:05:48Z-
dc.date.issued2012-09pt_BR
dc.identifier.citationFortunato, E.; Paixão, A. & Fontul, S. (2012) Improving the use of unbound granular materials in railway sub-ballast layer; 2nd International Conference on Transportation Geotechnics; Advances in Transportation Geotechnics II; Hokkaido University, Japan; 10-12 Sep. 2012; pp. 522-527;pt_BR
dc.identifier.isbn978-0-415-62135-9pt_BR
dc.identifier.urihttps://repositorio.lnec.pt/jspui/handle/123456789/1003849-
dc.description.abstractThe rational use of materials to be applied in the supporting layers of railway tracks is an important aspect that can contribute to reducing the life cycle cost of such infrastructures. In recent renovation and new rail track construction projects carried out in Portugal, a sub-ballast layer has been typically implemented in the track structure, using unbound granular materials (UGM). This layer and the characteristics of the materials play a fundamental role in the track behaviour. Nevertheless, there is a lack of consensus worldwide on the requirements established for such materials. In Portugal and in other countries, very stringent requirements based on empirical tests have been adopted, making it difficult to find materials that fulfil such requirements. There is also evidence that some of these materials, which do not comply with all those requirements, can still be considered as appropriate for sub- ballast. Within the scope of this study, the construction of a new railway section was supervised. During construction, it was difficult to obtain the desired quantity of granite material for the 30 cm thick sub-ballast layer that would fulfil the requirements and still comply with the contract deadline. In alternative, another structural solution was used that considered the replacement of the bottom 15 cm of granite material sub-ballast layer by limestone material which did not comply with some empirical requirements. In order to study the feasibility of this change, evaluate its consequences and establish new quality assurance indicators to be adopted afterwards, several studies were developed, such as in-situ characterization and cyclic triaxial load tests on different UGM. The studies performed and the results presented in this paper show that, taking into account a mechanistic approach, some materials that do not comply with all requirements based on empirical tests might be adequate to be applied in the sub-ballast layer.pt_BR
dc.language.isoengpt_BR
dc.publisherTaylor & Francis Grouppt_BR
dc.rightsopenAccesspt_BR
dc.subjectDesign optimizationpt_BR
dc.subjectSub-ballast layerpt_BR
dc.subjectIn-situ characterizationpt_BR
dc.subjectCyclic triaxial load testingpt_BR
dc.titleImproving the use of unbound granular materials in railway sub-ballast layerpt_BR
dc.typeconferenceObjectpt_BR
dc.identifier.localedicaoLondonpt_BR
dc.description.pages522-527pt_BR
dc.identifier.seminario2nd International Conference on Transportation Geotechnics; Advances in Transportation Geotechnics IIpt_BR
dc.identifier.localHokkaido University, Sapporo, Japanpt_BR
dc.description.sectorDT/NIFpt_BR
dc.description.year2012pt_BR
dc.description.data10-12 Septemberpt_BR
Appears in Collections:DT/NIT - Comunicações a congressos e artigos de revista

Files in This Item:
File Description SizeFormat 
Hokkaido.pdf54.81 kBAdobe PDFView/Open


Items in DSpace are protected by copyright, with all rights reserved, unless otherwise indicated.