Structural behaviour and parametric study of reinforced embankments on soft clays
Geotechnical behaviour of a reinforced embankment on soft ground is studied by a numerical model based on the ®nite element method. Special emphasis is given to the stress states (stress levels and pore pressures), displacements, tensile forces in the geosynthetic and overall stability, during and a...
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| Formato: | article |
| Idioma: | eng |
| Publicado em: |
2001
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| Texto completo: | https://hdl.handle.net/10216/99815 |
| País: | Portugal |
| Oai: | oai:repositorio-aberto.up.pt:10216/99815 |