Shear band behavior simulations in granular materials using weak discontinuities in a hypoplastic constitutive model

This works illustrates an explanation of the hypoplastic model and how to implement at a computer's environment. Then comes the concept called bifurcation, that is the point that separates the behavior of the soil in before and after localization as well as how to be implemented; finally how to...

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Autores:
Castilla Díaz, Daniel Felipe
Tipo de recurso:
Fecha de publicación:
2009
Institución:
Universidad de los Andes
Repositorio:
Séneca: repositorio Uniandes
Idioma:
eng
OAI Identifier:
oai:repositorio.uniandes.edu.co:1992/11170
Acceso en línea:
http://hdl.handle.net/1992/11170
Palabra clave:
Materiales granulados - Investigaciones
Plasticidad - Investigaciones
Mecánica de suelos - Investigaciones
Ingeniería
Rights
openAccess
License
https://repositorio.uniandes.edu.co/static/pdf/aceptacion_uso_es.pdf