Undrained shearing of soft natural clays

Numerical Models in Geomechanics - 9th Proceedings of the International Symposium on Numerical Models in Geomechanics, NUMOG 2004

Volumn , Issue , 2004, Pages 173-180

  Karstunen, M ^a   Koskinen, M ^b  

^a UNIVERSITY OF GLASGOW   (United Kingdom)

^b AALTO UNIVERSITY   (Finland)

Author keywords

[No Author keywords available]

Indexed keywords

ANISOTROPY; GEOMECHANICS; NUMERICAL MODELS; SHEARING;

EXPERIMENTAL EVIDENCE; INTERPARTICLE BONDING; PLASTIC ANISOTROPY; SATISFACTORY PREDICTIONS; STAGED CONSTRUCTION; STRESS STRAIN BEHAVIOURS; UNDRAINED SHEAR STRENGTH; UNDRAINED SHEARING;

CONSOLIDATION;

EID: 84986193728     PISSN: None     EISSN: None     Source Type: Conference Proceeding    
DOI: None     Document Type: Conference Paper

References (6)

1. Gens, A. & Nova, R. (1993), Conceptual bases for a constitutive model for bonded soils and weak rocks. Proc. Int. Symp. of Hard Soils -Soft Rocks, Athens: 485-494.
2. Karstunen, M. & Koskinen, M. In press. Plastic anisotropy of soft reconstituted clays. Submitted for publication.
3. Karstunen, M., Krenn, H., Wheeler, S.J., Koskinen, M. & Zentar, R. In press. The effect of anisotropy and destructuration on the behaviour of Murro test embankment. Accepted provisionally for publication in the Special Issue on Soft Clay Engineering of the ASCE International Journal of Geomechanics, ASCE.
4. Koskinen, M., Karstunen, M. & Wheeler, S.J. 2002a. Modelling destructuration and anisotropy of a natural soft clay. In Ph. Mestat (ed.), Proc. NUMGE02, Paris, France: 11-20. Paris: Presses de l’ENPC/LCPC.
5. Koskinen, M., Vepsäläinen, P. & Lojander, M. 2002b. Modelling of anisotropic behaviour of clays.Test embankment in Murro, Seinäjoki, Finland. Finnish Road Administration, Finnra reports 16/2002.
6. Zentar, R., Karstunen, M. &Wheeler, S.J. 2002. Influence of anisotropy and destructuration on undrained shearing of natural clays. In Ph. Mestat (ed.), Proc. NUMGE02, Paris, France: 21 -26. Paris: Presses de l’ENPC/LCPC