| 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 |