Three-dimensional analysis of embankments on soft soils incorporating vertical drains by finite element method
Three-dimensional behaviour of an embankment on soft soils incorporating vertical drains is analysed by a numerical model based on the finite element method. The model, which incorporates the Biots consolidation theory (coupled formulation of the flow and equilibrium equations) and constitutive rela...
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| Format: | article |
| Language: | eng |
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2004
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| Online Access: | https://hdl.handle.net/10216/93124 |
| Country: | Portugal |
| Oai: | oai:repositorio-aberto.up.pt:10216/93124 |