Numerical modelling of a geosynthetic reinforced steep slope subjected to seismic loading
In recent earthquakes the performance of reinforced soil retaining walls was diverse. The Hyogoken-Nambu (Kobe) Earthquake caused serious damage to conventional masonry retaining walls, unreinforced concrete gravity-type retaining walls and cantilever-type steel-reinforced concrete retaining walls,...
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| Outros Autores: | , |
| Formato: | book |
| Idioma: | eng |
| Publicado em: |
2011
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| Texto completo: | https://hdl.handle.net/10216/97527 |
| País: | Portugal |
| Oai: | oai:repositorio-aberto.up.pt:10216/97527 |