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Improving the use of unbound granular materials in railway sub-ballast layer

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dc.contributor.author Fortunato, E. pt_BR
dc.contributor.author Paixão, A. pt_BR
dc.contributor.author Fontul, S. pt_BR
dc.contributor.editor Seiichi Miura pt_BR
dc.contributor.editor Tatsuya Ishikawa pt_BR
dc.contributor.editor Nobuyuki Yoshida pt_BR
dc.contributor.editor Yoshio Hisari pt_BR
dc.contributor.editor Nagato Abe pt_BR
dc.date.accessioned 2012-10-01T15:32:39Z pt_BR
dc.date.accessioned 2014-10-21T08:49:14Z pt_BR
dc.date.accessioned 2017-04-13T12:05:48Z
dc.date.available 2012-10-01T15:32:39Z pt_BR
dc.date.available 2014-10-21T08:49:14Z pt_BR
dc.date.available 2017-04-13T12:05:48Z
dc.date.issued 2012-09 pt_BR
dc.identifier.citation Fortunato, 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.isbn 978-0-415-62135-9 pt_BR
dc.identifier.uri https://repositorio.lnec.pt/jspui/handle/123456789/1003849
dc.description.abstract The 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.iso eng pt_BR
dc.publisher Taylor & Francis Group pt_BR
dc.rights openAccess pt_BR
dc.subject Design optimization pt_BR
dc.subject Sub-ballast layer pt_BR
dc.subject In-situ characterization pt_BR
dc.subject Cyclic triaxial load testing pt_BR
dc.title Improving the use of unbound granular materials in railway sub-ballast layer pt_BR
dc.type conferenceObject pt_BR
dc.identifier.localedicao London pt_BR
dc.description.pages 522-527 pt_BR
dc.identifier.seminario 2nd International Conference on Transportation Geotechnics; Advances in Transportation Geotechnics II pt_BR
dc.identifier.local Hokkaido University, Sapporo, Japan pt_BR
dc.description.sector DT/NIF pt_BR
dc.description.year 2012 pt_BR
dc.description.data 10-12 September pt_BR


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