Displacements of reinforced slopes subjected to seismic loads
Traditional analyses of stability of slopes subjected to seismic loads entail global equilibrium considerations with seismic influence included as a quasi-static force. Such an analysis does not reflect the earthquake shaking process, and it does not provide any information about permanent displacem...
| Autores principales: | , |
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| Formato: | Journal Article |
| Lenguaje: | Inglés |
| Publicado: |
American Society of Civil Engineers
2000
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| Materias: | |
| Acceso en línea: | https://hdl.handle.net/10568/155736 |
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