Pseudo-dynamic bearing capacity of strip foundations on rock masses considering the Rayleigh surface waves
Evaluation of seismic bearing capacity is to be vital for design of strip foundations in earthquake areas. Combining the upper bound theorem of limit analysis, the discrete technique is successfully extended in this study to investigate the seismic ultimate bearing capacity of shallow strip foundati...
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| Autors principals: | , , |
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| Format: | Artigo |
| Idioma: | Inglês |
| Publicat: |
Elsevier
2024-10-01
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| Col·lecció: | Soils and Foundations |
| Matèries: | |
| Accés en línia: | http://www.sciencedirect.com/science/article/pii/S0038080624000866 |
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