Numerical parametric study on structural response of drilled shaft footings subjected to concentric axial force
This material may be downloaded for personal use only. Any other use requires prior permission of the American Society of Civil Engineers. This material may be found at https://ascelibrary.org/doi/10.1061/JSENDH.STENG-13130.
| Autores: | , , , , |
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| Tipo de recurso: | artículo |
| Fecha de publicación: | 2024 |
| País: | España |
| Institución: | Universitat Politècnica de Catalunya (UPC) |
| Repositorio: | UPCommons. Portal del coneixement obert de la UPC |
| Idioma: | inglés |
| OAI Identifier: | oai:upcommons.upc.edu:2117/421267 |
| Acceso en línea: | https://hdl.handle.net/2117/421267 https://dx.doi.org/10.1061/JSENDH.STENG-13130 |
| Access Level: | acceso abierto |
| Palabra clave: | Drilled shaft footings Pile cap Finite element analysis Numerical parametric study Strut-and-tie method Àrees temàtiques de la UPC::Enginyeria civil::Geotècnia::Fonaments |
| Sumario: | This material may be downloaded for personal use only. Any other use requires prior permission of the American Society of Civil Engineers. This material may be found at https://ascelibrary.org/doi/10.1061/JSENDH.STENG-13130. |
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