Excavation of komořany tunnel in sand: a case study

This paper presents a study of the accuracy of two-dimensional (2D) finite-element predictions of a displacement field of retaining structures supporting the excavation next to the Komořany tunnel in Prague, Czech Republic. The ground material is a Komořany sand, which is a sand with some gravel and...

Full description

Autores:

Mašín, David
Duque, José

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:11323/10515

Acceso en línea:

https://hdl.handle.net/11323/10515
https://repositorio.cuc.edu.co/

Palabra clave:

Excavation
Retaining wall
Sand
Constitutive models
Hypoplasticity

Rights

embargoedAccess

License

Atribución-NoComercial-SinDerivadas 4.0 Internacional (CC BY-NC-ND 4.0)