Non-linear elastic behaviour of unbound aggregates in FEM representing railway transition zones
The stress dependent behaviour of the unbound granular materials that carry the track, and the voids that may occur between the base of the sleepers and the ballast, are the important factors for non-linear track behaviour. On transition zones, where the track stiffness may rapidly vary and often di...
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| Outros Autores: | , , , |
| Formato: | conferenceObject |
| Idioma: | eng |
| Publicado em: |
2014
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| Assuntos: | |
| Texto completo: | http://repositorio.lnec.pt:8080/jspui/handle/123456789/1006523 |
| País: | Portugal |
| Oai: | oai:localhost:123456789/1006523 |