Three-dimensional parametric study of stone column-supported embankments on soft soils
Parametric studies of an embankment on soft soils reinforced with stone columns are performed using a computer program based on the finite element method. The computer program incorporates the Biot consolidation theory (fully coupled formulation of the flow and equilibrium equations) with constituti...
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| Formato: | book |
| Idioma: | eng |
| Publicado em: |
2018
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| Texto completo: | https://hdl.handle.net/10216/112698 |
| País: | Portugal |
| Oai: | oai:repositorio-aberto.up.pt:10216/112698 |