Influence of rainfall intensity on infiltration and deformation of unsaturated soil slopes

In order to improve the understanding of the influence of rainfall intensity on infiltration and deformation behavior of unsaturated soil slopes, numerical 2D analyses are carried out by a three-phase elasto-viscoplastic seepage-deformation coupled method.From the numerical results, it is shown that...

Full description

Autores:
García Aristizábal, Edwin Fabián
Riveros Jerez, Carlos Alberto
Builes Brand, Manuel Alonso
Tipo de recurso:
Article of journal
Fecha de publicación:
2011
Institución:
Universidad Nacional de Colombia
Repositorio:
Universidad Nacional de Colombia
Idioma:
spa
OAI Identifier:
oai:repositorio.unal.edu.co:unal/40457
Acceso en línea:
https://repositorio.unal.edu.co/handle/unal/40457
http://bdigital.unal.edu.co/30554/
Palabra clave:
unsaturated soil
slope stability
rainfall infiltration
numerical analysis
Rights
openAccess
License
Atribución-NoComercial 4.0 Internacional