Embankments on soft soil reinforced with stone columns: numerical analysis and proposal of a new design method
A parametric study of an embankment on soft soils reinforced with stone columns is performed using a computer program based on the finite element method. The cylindrical unit cell formulation is used by modeling one column and its surrounding soft soil with confined axisymmetric behaviour. The compu...
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| Outros Autores: | , |
| Formato: | article |
| Idioma: | eng |
| Publicado em: |
2009
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| Assuntos: | |
| Texto completo: | https://hdl.handle.net/10216/92495 |
| País: | Portugal |
| Oai: | oai:repositorio-aberto.up.pt:10216/92495 |