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...

Full description

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)