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Modelling the mechanical behaviour of expansive clays

Autor
Alonso, E.; Vaunat, J.; Gens, A.
Tipus d'activitat
Article en revista
Revista
Engineering geology
Data de publicació
1999
Volum
54
Número
1-2
Pàgina inicial
173
Pàgina final
183
DOI
https://doi.org/10.1016/S0013-7952(99)00079-4 Obrir en finestra nova
Repositori
http://hdl.handle.net/2117/2214 Obrir en finestra nova
URL
http://www.sciencedirect.com/science/journal/00137952 Obrir en finestra nova
Resum
A simple formalism is presented to model the behaviour of expansive clays. Two levels of structure are considered. The behaviour of the macrostructure follows the model developed for unsaturated materials by Alonso et al. [Ge´otechnique 40 (3) (1990) 405–430]. The behaviour of the microstructure is adapted from the work of Gens and Alonso [Can. Geotech. J. 29 (1992) 1013–1032] in order to include the possibility of the micropores being partially saturated. Mechanical coupling between both l...
Citació
Alonso, E.E.; Vaunat, J.; Gens, A. Modelling the mechanical behaviour of expansive clays. Engineering geology (1999, vol. 54, no. 1-2, pp. 173-183).
Grup de recerca
MSR - Mecànica del Sòls i de les Roques

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