Coupling stiffness-damping in modelling high-speed train track-embankment
The levels of demand associated with railways for high-speed trains imply great accuracy in the definition of numerical models for the prediction of its behaviour, Therefore, it is increasingly important to account for the nonlinear behaviour of foundation soils of these railways. These soils are su...
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| Formato: | conferencePaper |
| Idioma: | eng |
| Publicado em: |
2008
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| Texto completo: | http://hdl.handle.net/1822/12282 |
| País: | Portugal |
| Oai: | oai:repositorium.sdum.uminho.pt:1822/12282 |