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Vertical bearing capacity of a pile-liquefiable sandy soil foundation under horizontal seismic force
In this study, research on a pile group system was conducted using shaking table tests under four working conditions: a natural foundation and pile-spacing conditions of 3D, 3.5D, and 4D (D is the diameter of the pile). The time histories of the excess pore pressure ratio and settlement were analyze...
| Autores principales: | , , , |
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| Formato: | Online Artículo Texto |
| Lenguaje: | English |
| Publicado: |
Public Library of Science
2020
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| Materias: | |
| Acceso en línea: | https://www.ncbi.nlm.nih.gov/pmc/articles/PMC7081995/ https://www.ncbi.nlm.nih.gov/pubmed/32191717 http://dx.doi.org/10.1371/journal.pone.0229532 |