Numerical prediction of collapse loads in cohesive soils using a pure-displacement meshfree formulation

Numerical prediction of collapse loads in cohesive soils using a pure-displacement meshfree formulation

Dades bibliogràfiques
Autor principal: Sargado, Juan Michael U.V
Altres autors: Zarco, Mark Albert H.
Format: Analytics
Idioma:English
Matèries:
Collapse loads.