Overall stability of geosynthetic-reinforced embankments on soft soils
Overall stability of geosynthetic-reinforced embankments on soft soils is analysed using two different methodologies: application of a numerical model based on the finite element method; use of a limit equilibrium method. These two methodologies are described and also applied on three geosynthetic-r...
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| Format: | article |
| Language: | eng |
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2002
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| Online Access: | https://hdl.handle.net/10216/92077 |
| Country: | Portugal |
| Oai: | oai:repositorio-aberto.up.pt:10216/92077 |