An approach for 2D modelling of laterally loaded piles
Despite a considerable progress in the analysis and design of monopiles, many methods are based on complex mathematical structures with doubtful or hard assumptions to verify. Therefore, there is still a need for simple and yet accurate methods for the analysis of monopiles under drained and undrain...
- Autores:
-
Ochmański, M.
Mašín, D.
Duque, J.
- Tipo de recurso:
- Article of investigation
- Fecha de publicación:
- 2023
- Institución:
- Corporación Universidad de la Costa
- Repositorio:
- REDICUC - Repositorio CUC
- Idioma:
- eng
- OAI Identifier:
- oai:repositorio.cuc.edu.co:11323/10355
- Acceso en línea:
- https://hdl.handle.net/11323/10355
https://repositorio.cuc.edu.co/
- Palabra clave:
- Numerical modelling
Pile equivalent stiffness
Lateral cyclic loading
Soil-structure interaction
- Rights
- openAccess
- License
- Atribución-NoComercial-SinDerivadas 4.0 Internacional (CC BY-NC-ND 4.0)