Lateral response of pile foundations in liquefiable soils
Liquefaction has been a main cause of damage to civil engineering structures in seismically active areas. The effects of damage of liquefaction on deep foundations are very destructive. Seismic behavior of pile foundations is widely discussed by many researchers for safer and more economic design pu...
Gardado en:
| Principais autores: | , |
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| Formato: | Artigo |
| Idioma: | Inglês |
| Publicado: |
Elsevier
2015-10-01
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| Series: | Journal of Rock Mechanics and Geotechnical Engineering |
| Assuntos: | |
| Acceso en liña: | http://www.sciencedirect.com/science/article/pii/S1674775515000645 |
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