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

Detalles Bibliográficos
Autor Principal: Sargado, Juan Michael U.V
Outros autores: Zarco, Mark Albert H.
Formato: Analytics
Idioma:English
Subjects:
Collapse loads.