Numerical simulations of simple shear with non-coaxial soil models

International Journal for Numerical and Analytical Methods in Geomechanics

Volumn 30, Issue 1, 2006, Pages 1-19

  Yang, Yunming ^a   Yu, Hai Shui ^a  

^a UNIVERSITY OF NOTTINGHAM   (United Kingdom)

Author keywords

Non coaxial plasticity; Numerical simulations; Principal stress rotation; Simple shear; Soil models

Indexed keywords

COMPUTER SIMULATION; GEOTECHNICAL ENGINEERING; GRANULAR MATERIALS; MATHEMATICAL MODELS; PLASTIC FLOW; PLASTICITY; SHEAR STRESS; SOIL TESTING; STRAIN;

NON-COAXIAL PLASTICITY; NON-COAXIAL SOIL MODELS; PRINCIPAL STRESS ROTATION; SHEAR BEHAVIOUR; SIMPLE SHEAR; SOIL MODELS;

SOIL MECHANICS;

NUMERICAL METHOD; SHEAR; SOIL MECHANICS;

EID: 29244465855     PISSN: 03639061     EISSN: None     Source Type: Journal    
DOI: 10.1002/nag.468     Document Type: Article

References (26)

1. Roscoe KH, Bassett RH, Cole ER. Principal axes observed during simple shear of a sand. Proceedings of the Geotechnical Conference, vol. 1, Oslo, 1967; 231-237.
2. Roscoe KH. The influence of strains in soil mechanics. Géotechnique 1970; 20(2):129-170.
3. Oda M, Konishi J. Microscopic deformation mechanism of granular material in simple shear. Soils and Foundations 1974; 14(4):25-38.
4. Drescher A, De Josselin De Jong G. Photoelastic verification of a mechanical model for the flow of a granular material. Journal of Mechanics and Physics of Solids 1972; 20:337-351.
5. Ishihara K, Towhata I. Sand response to cyclic rotation of principal stress direction as induced by wave loads. Soils and Foundations 1983; 23:11-16.
6. Pradel D, Ishihara K, Gutierrez M. Yielding and flow of sand under principal axes rotation. Soils and Foundations 1990; 30(1):87-99.
7. Joer HA, Lanier J, Fahey M. Deformation of granular material due to rotation of principal axes. Géotechnique 1998; 48(5):605-619.
8. Gutierrez M, Ishihara K, Towhata I. Flow theory for sand during rotation of principal stress direction. Soils and Foundations 1991; 31(4):121-132.
9. Christofferson J, Mehrabadi MM, Nemat-Nasser S. A micromechanical description of granular material behaviour. Journal of Applied Mechanics 1981; 48:339.
10. Spencer AJM. A theory of the kinematics of ideal soils under plane strain conditions. Journal of Mechanics and Physics of Solids 1964; 12:337-351.
11. De Josselin De Jong G. The double-sliding, free-rotating model for granular assemblies. Géotechnique 1971; 21: 155-163.
12. Teunissen JAM, Vermeer PA. Analysis of double shearing in frictional materials. International Journal for Numerical and Analytical Methods in Geomechanics 1988; 12:323-340.
13. Harris D. Constitutive equations for planar deformations of rigid-plastic materials. Journal of Mechanics and Physics of Solids 1993; 41(9):1515-1531.
14. Yu HS, Yuan X. On a class of non-coaxial plasticity models for granular soils. Research Report No 7.12.2004 (ISBN 0 85358 140 1), School of Civil Engineering, University of Nottingham, 2004.
15. Yu HS, Yuan X. The importance of accounting for non-coaxial behaviour in modelling soil-structure interaction. Proceedings of the 11th International Conference of IACMAG, Torino, Italy. Invited Issue Lecture, vol. 4, 2005; 709-718.
16. Yu HS, Yang Y, Yuan X. Application of non-coaxial plasticity models in geotechnical analysis. Proceedings of the 16th International Conference on Soil Mechanics and Geotechnical Engineering, Osaka, Japan, 2005; in press.
17. Kolymbas D. An outline of hypoplasticity. Archive Applied Mechanics 1991; 61:143-151.
18. Rudnicki JW, Rice JR. Conditions for the localisation of deformation in pressure-sensitive dilatant materials. Journal of Mechanics and Physics of Solids 1975; 23:371-394.
19. Bardet JP. Orientation of shear bands in frictional soils. Journal of Engineering Mechanics (ASCE) 1991; 117(7):1466-1484.
20. Papamichos E, Vardoulakis I. Shear band formation in sand according to non-coaxial plasticity model. Géotechnique 1995; 45(5):649-661.
21. Sulem J, Vardoulakis I, Papamichos E, Oulahna A, Tronvoll J. Elasto-plastic modelling of red wildmoor sandstone. Mechanics of Cohesive-Frictional Materials 1999; 4(3):215-245.
22. Hashiguchi K, Tsutsumi S. Elastoplastic constitutive equation with tangential stress rate effect. International Journal of Plasticity 2001; 17:117-145.
23. Hashiguchi K, Tsutsumi S. Shear band formation analysis in soils by the subloading surface model with tangential stress rate effect. International Journal of Plasticity 2003; 19:1651-1677.
24. Sloan SW. Substepping schemes for the numerical integration of elastoplastic stress-strain relations. International Journal for Numerical Methods in Engineering 1987; 24:893-911.
25. Abbo AJ. Finite element algorithms for elastoplasticity and consolidation. Ph.D. Thesis, University of Newcastle, Australia, 1997.
26. Potts DM, Dounias GT, Vaughan PR. Finite element analysis of the direct shear box test. Géotechnique 1987; 37(1):11-23.