Application of non-coaxial plasticity models in geotechnical analysis

Proceedings of the 16th International Conference on Soil Mechanics and Geotechnical Engineering: Geotechnology in Harmony with the Global Environment

Volumn 2, Issue , 2005, Pages 993-996

  Yu, H S ^a   Yang, Y ^a   Yuan, X ^a  

^a UNIVERSITY OF NOTTINGHAM   (United Kingdom)

Author keywords

[No Author keywords available]

Indexed keywords

FINITE ELEMENT PROGRAMS; GEOTECHNICAL ANALYSIS; NON-COAXIAL PLASTICITY; NUMERICAL RESULTS; SIMPLE SHEAR;

ABAQUS; GEOTECHNICAL ENGINEERING; SOIL MECHANICS; SUBROUTINES;

FINITE ELEMENT METHOD;

EID: 84868583604     PISSN: None     EISSN: None     Source Type: Conference Proceeding    
DOI: None     Document Type: Conference Paper

References (14)

1. ABAQUS, 2001. Reference Manuals. Hibbitt, Karlsson and Sorensen Inc, Pawtucket, RI.
2. Christoffersen, J., Mehrabadi, M. M. and Nemat-Nasser, S. (1981) A micromechanical description of granular material behavior. Journal of Applied Mechanics, 48, 339-344.
3. Drescher, A. and de Josselin de Jong (1972) Photoelastic verification of a mechanical model for the flow of a granular material. Journal of the Mechanics and Physics of Solids, 20, 337-351.
4. Harris, D. (1993) Constitutive equations for planar deformations of rigid-plastic materials. Journal of the Mechanics and Physics of Solids, 41(9), 1515-1531.
5. Ishihara, K. and Towhata, I. (1983), Sand response to cyclic rotation of principal stress direction as induced by wave loads, Soils and Foundations, 23, 11-16
6. Oda, M. and Konishi, J. (1974) Microscopic deformation mechanism of granular material in simple shear. Soils and Foundations, 14(4), 25-38.
7. Papamichos, E. and Vardoulakis, I. (1995), Shear band formation in sand according to non-coaxial plasticity model, Geotechnique, 45(4), 649-661
8. Roscoe, K. H., Bassett, R. H. and Cole, E. R. (1967) Principal axes observed during simple shear of a sand. Proc. Geolech. Conf, Oslo 1, 231-237.
9. Roscoe, K. H. (1970) The influence of strains in soil mechanics. Geotechnique, 20(2), 129-170.
10. Rudnicki, J.W. and Rice, JR. (1975), Conditions for the Localisation of Deformation in Pressure-Sensitive Dilatant Materials, Journal of Mechanics and Physics of Solids, 23, 371-394
11. Spencer, A. J. M. (1964) A theory of the kinematics of ideal soils under plane strain conditions. Journal of the Mechanics and Physics of Solids, 12, 337-351.
12. Spencer, A. J. M. (1982) Deformation of ideal granular materials. In: Hopkins, H. G., Sewell, M. J. (Eds.), Mechanics of Solids. Pergamon Press, Oxford and New York, 607-652.
13. Yang, Y. and Yu, H. S. (2004) Numerical simulations of simple shear with non-coaxial soil models, Research Report No 6.12.2004 (ISBN 085358 1398), Nottingham Centre for Geomechanics, School of Civil Engineering, University of Nottingham.
14. Yu, H.S. and Yuan, X. (2004). On a class of non-coaxial plasticity models for granular soils. Research Report No 7.12.2004 (ISBN 085358 1401), Nottingham Centre for Geomechanics, School of Civil Engineering, University of Nottingham.