Earth pressure coefficients for design of geosynthetic reinforced soil structures
There are several methods proposed in the last two decades that can be used to design geosynthetic reinforced soil retaining walls and slopes. The majority of them are based on limit equilibrium considerations, assuming bi-linear or logarithmic spiral failure surfaces. Based on these failure mechani...
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| Outros Autores: | , |
| Formato: | article |
| Idioma: | eng |
| Publicado em: |
2011
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| Texto completo: | https://hdl.handle.net/10216/94975 |
| País: | Portugal |
| Oai: | oai:repositorio-aberto.up.pt:10216/94975 |