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Analysis of slope movement initiation induced by rainfall using the Elastoplastic Barcelona Basic Model

Autor
Jamei, M.; Guiras, H.; Olivella, S.
Tipus d'activitat
Article en revista
Revista
European journal of environmental and civil engineering
Data de publicació
2015-10
Volum
19
Número
9
Pàgina inicial
1033
Pàgina final
1058
DOI
https://doi.org/10.1080/19648189.2014.996670 Obrir en finestra nova
Repositori
http://hdl.handle.net/2117/86701 Obrir en finestra nova
Resum
In some arid and semi-arid regions, different types of infrastructure assets suffer from degradation of the roads, the embankment failures, erosion due to cyclic hydraulic actions and the effects of rainfall infiltration on slopes. Typical cases, such as the national roads in the north-west of Tunisia (Beja city) have been affected dramatically. Recent landslide is manifested in this region, especially in a plastic clay soil. Stability problems are caused by soil saturation and the presence of a...
Citació
Jamei, M., Guiras, H., Olivella, S. Analysis of slope movement initiation induced by rainfall using the Elastoplastic Barcelona Basic Model. "European journal of environmental and civil engineering", Octubre 2015, vol. 19, núm. 9, p. 1033-1058.
Paraules clau
CLAY, DEFORMATION, EFFECTIVE STRESS, GEOMATERIALS, HYDROLOGIC RESPONSE, INFILTRATION, POROUS-MEDIA, STEEP, STRAIN LOCALIZATION, UNSATURATED SOILS, argile non saturee, deplacements, drainage, drying, humidification, movements, slope, succion, suction, talus, unsaturated clay, wetting
Grup de recerca
MSR - Mecànica del Sòls i de les Roques

Participants

Arxius