Computational aspects of a unified critical state model for clay and sand

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

Volumn , Issue , 2002, Pages 271-277

  Khong, C D ^a   Yu, H S ^a  

^a UNIVERSITY OF NOTTINGHAM   (United Kingdom)

Author keywords

[No Author keywords available]

Indexed keywords

BOUNDARY VALUE PROBLEMS; GEOMECHANICS; NUMERICAL MODELS;

COMPUTATIONAL ASPECTS; CRITICAL STATE MODELS; FINITE ELEMENT CODES; LOADING CONDITION; UNDRAINED;

CRITICAL CURRENT DENSITY (SUPERCONDUCTIVITY);

EID: 84986237901     PISSN: None     EISSN: None     Source Type: Conference Proceeding    
DOI: 10.1201/9781439833797-c40     Document Type: Conference Paper

References (10)

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2. Bishop, A.W. & Henkel, D. J. 1957. The measurement of soil properties in the triaxial test. London: EdwardArnold Ltd.
3. Gens, A. & Potts, D. M. 1988. Critical state models in computational mechanics. Engineering Computation 5: 178-197
4. Jefferies, M. G. 1993. Non-sand: a simple critical state model for sand. Geotechnique 43(1): 91-103
5. Parry, R. H. G. 1956. Strength and deformation of clay, PhD Thesis, University of London.
6. Potts, D. M. & Zdravkovic, L. 1999. Finite element analysis in geotechnical engineering: theory. London: Thomas Telford.
7. Rowe, P. W. 1962. The stress-dilatancy relation for static equilibrium of an assembly of particles in contact. Proceedings of Royal Society A267: 500-527
8. Sheng, D., Sloan, S. W. & Yu, H. S. 2000. Aspects of finite element implementation of critical state models. Computational Mechanics 26: 185-196
9. Yu, H. S. 1995. A unified critical state model for clay and sand. Civil engineering Research report No 112.08.1995. University of Newcastle, Australia.
10. Yu, H. S. 1998. A unified state parameter model for clay and sand. Int. Jnl. Numer. Anal. Meth. Geomech. 22: 621-653.