Analysis of the foundation behaviour influenced by the choice f the constitutive model: from elastic linear isotropic, to non-linear elastoplastic mechanism associated with anisotropic criterion.
Logiciels de calcul de géotechnique et d'études de sols | Logiciels de calcul de géotechnique et d'études de sols | |||||||
|
|
|
Cesar tutoriel | Cesar tutoriel | Cesar tutoriel | |||||||||
|
|
|
Cesar tutoriel | Cesar tutoriel | |||||||
|
|
|