Geosynthetic-reinforced and jet grout column-supported embankments on soft soils: numerical analysis and parametric study
Using a computer code based on the finite element method, a study is conducted to analyse the timedependent behaviour of a geosynthetic-reinforced and jet grout column-supported embankment on soft soils, as well as the influence of three factors: the embankment height, the elastic modulus of column...
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| Format: | article |
| Language: | eng |
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2011
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| Online Access: | https://hdl.handle.net/10216/99616 |
| Country: | Portugal |
| Oai: | oai:repositorio-aberto.up.pt:10216/99616 |