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Generalized plasticity for geomaterials with double structure

Autor
Gens, A.; Sánchez, M.; Vállejan, B.
Tipus d'activitat
Presentació treball a congrés
Nom de l'edició
XI International Conference on Computational Plasticity: Fundamentals and Applications
Any de l'edició
2011
Data de presentació
2011-09
Llibre d'actes
Computational plasticity XI: fundamentals and applications: XI International Conference on Computational Plasticity: Barcelona, Spain: september 07-09, 2011: proceedings
Pàgina inicial
1
Pàgina final
10
Editor
Centro Internacional de Métodos Numéricos en Ingeniería (CIMNE)
Repositori
http://hdl.handle.net/2117/14934 Obrir en finestra nova
URL
http://congress.cimne.com/complas2011/proceedings/full/p252.pdf Obrir en finestra nova
Resum
The behaviour of swelling clays is better understood if the effect of the pore size structure on their hydromechanical behaviour is taken into account. In compacted (and therefore unsaturated) swelling clays, the pore size structure is set up during compaction but it may change significantly in response to various actions such as loading and hydration. Although the distribution of pore sizes is of course continuous, useful insights can be obtained by considered only two structural levels: micros...
Citació
Gens, A.; Sánchez, M.; Valleján, B. Generalized plasticity for geomaterials with double structure. A: International Conference on Computational Plasticity. "Computational plasticity XI: fundamentals and applications: proceedings of the XI International Conference on Computational Plasticity held in Barcelona, Spain, 07-09 September 2011". Barcelona: Centro Internacional de Métodos Numéricos en Ingeniería (CIMNE), 2011, p. 1-10.
Paraules clau
Generalized plasticity, double structure, sealing material, swelling clays
Grup de recerca
MSR - Mecànica del Sòls i de les Roques

Participants

  • Gens Sole, Antonio  (autor ponent)
  • Sánchez, Marcelo  (autor ponent)
  • Vállejan, Beatriz  (autor ponent)