Anisotropy of reconstituted POKO clay

Numerical Models in Geomechanics - 8th Proceedings of the International Symposium on Numerical Models in Geomechanics, NUMOG 2002

Volumn , Issue , 2002, Pages 99-106

  Koskinen, M ^a   Zentar, R ^b   Karstunen, M ^b  

^a AALTO UNIVERSITY   (Finland)

^b UNIVERSITY OF GLASGOW   (United Kingdom)

Author keywords

[No Author keywords available]

Indexed keywords

CONSOLIDATION; GEOMECHANICS; NUMERICAL MODELS;

CONSOLIDATION TESTS; ELASTO-PLASTIC MODELS; INTERPARTICLE BONDING; NATURAL CLAYS; PLASTIC ANISOTROPY; SOFT CLAYS;

ANISOTROPY;

EID: 84986216158     PISSN: None     EISSN: None     Source Type: Conference Proceeding    
DOI: 10.1201/9781439833797-c15     Document Type: Conference Paper

References (7)

1. Burland, J.B. 1990. On the compressibility and shear strength of natural clays. Géotechnique 40, No. 3: 329–378.
2. Koskinen, M. 2001. Anisotropy and de-structuration of soft clays. MSc Thesis, Helsinki University of Technology.
3. McGinty, K., Karstunen, M. & Wheeler, S.J. 2001. Modelling the stress–strain behaviour of Bothkennar clay. Proc. of 3rd Int. Conf. Soft Soil Engineering, Hong Kong: 263–268. Rotterdam: A.A. Balkema.
4. Näätänen, A., Lojander, M., Wheeler, S. & Karstunen, M. 1999. Experimental investigation of an anisotropic hardening model for soft clays. Proc. of the 2nd International Symposium on Pre-failure Deformation Characteristics of Geomaterials,Torino, Italy: 541–548. Rotterdam: A.A. Balkema.
5. Roscoe, K.H. & Burland, J.B. 1968. On the generalised stress–strain behaviour of “wet” clay. Engineering Plasticity: 553–569. Cambridge University Press.
6. Wheeler, S.J., Näätänen, A. & Karstunen, M. 1999. Anisotropic hardening model for normally consolidated soft clay. Proc. of 7th Int. Symp. Numerical Models in Geomechanics (NUMOG), Graz, Austria: 33–44. Rotterdam: A.A. Balkema.
7. Wheeler, S.J., Näätänen, A., Karstunen, M. & Lojander, M. in press. An anisotropic elasto-plastic model for natural clays. Submitted for publication.