A numerical study on the seismic response of a geosynthetic reinforced soil slope
In this work the two-dimensional finite difference program Fast Lagrangian Analysis of Continua (FLAC) was used to model the seismic response of a geosynthetic reinforced steep slope. The paper presents a study that was carried out to analyze the influence of boundary conditions and input motion. Th...
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| Outros Autores: | , |
| Formato: | book |
| Idioma: | eng |
| Publicado em: |
2007
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| Assuntos: | |
| Texto completo: | https://hdl.handle.net/10216/96526 |
| País: | Portugal |
| Oai: | oai:repositorio-aberto.up.pt:10216/96526 |