Seismic Response of Geosynthetic Reinforced Soil Retaining Walls: Influence of Facing Panel Properties
The paper presents a numerical study carried out to analyse the influence of the facing panel properties on the seismic response of a 6 m high geosynthetic reinforced soil retaining wall with continuous facing panel. The effect of the restraining condition at the toe of the facing panel and its bend...
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| Outros Autores: | , |
| Formato: | article |
| Idioma: | eng |
| Publicado em: |
2012
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| Texto completo: | https://hdl.handle.net/10216/65894 |
| País: | Portugal |
| Oai: | oai:repositorio-aberto.up.pt:10216/65894 |