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DC Field | Value | Language |
---|---|---|
dc.contributor.author | Fortunato, E. | pt_BR |
dc.date.accessioned | 2019-11-18T11:22:04Z | pt_BR |
dc.date.accessioned | 2019-12-05T10:28:35Z | - |
dc.date.available | 2019-11-18T11:22:04Z | pt_BR |
dc.date.available | 2019-12-05T10:28:35Z | - |
dc.date.issued | 2017-11-23 | pt_BR |
dc.identifier.isbn | 978-2-85782-739-9 | pt_BR |
dc.identifier.uri | https://repositorio.lnec.pt/jspui/handle/123456789/1012113 | - |
dc.description.abstract | The ballast layer is a railway superstructure component with functions related to the track mechanical behavior, the assessment of which is of singular importance for track behavior evaluation through stress-strain analysis. The paper presents a new large-scale triaxial equipment to test ballast material in terms of stress-strain characteristics. A case study of a ballast material at different conditions of contamination is also discussed. | pt_BR |
dc.language.iso | eng | pt_BR |
dc.publisher | Institut Francais des Sciences et Technologies des Transports, de l'Amenagement et des Reseaux (IFSTTAR) | pt_BR |
dc.rights | restrictedAccess | pt_BR |
dc.subject | Rail track ballast | pt_BR |
dc.subject | Large-scale triaxial tests | pt_BR |
dc.subject | Resilient modulus | pt_BR |
dc.subject | Permanent deformation | pt_BR |
dc.title | Large-scale triaxial apparatus for railroad ballast material | pt_BR |
dc.type | workingPaper | pt_BR |
dc.description.pages | 125-134pp. | pt_BR |
dc.description.sector | DT/NIT | pt_BR |
dc.identifier.conftitle | 3ème Symposium International sur la géotechnique ferroviaire. GEORAIL 2017 | pt_BR |
dc.contributor.peer-reviewed | SIM | pt_BR |
dc.contributor.academicresearchers | SIM | pt_BR |
dc.contributor.arquivo | NAO | pt_BR |
Appears in Collections: | DT/NIT - Comunicações a congressos e artigos de revista |
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