Numerical modelling of nonlinear response of soil. Part 1: Constitutive model

International Journal of Solids and Structures

Volumn 42, Issue 7, 2005, Pages 1849-1881

  Liu, X ^a   Cheng, X H ^a   Scarpas, A ^a   Blaauwendraad, J ^a  

^a DELFT UNIVERSITY OF TECHNOLOGY   (Netherlands)

Author keywords

Constitutive model; Flow surface; Model verification; Parameters; Soil hardening and softening; Stress path; Triaxial test

Indexed keywords

FINITE ELEMENT METHOD; MATHEMATICAL MODELS; NONLINEAR SYSTEMS; PARAMETER ESTIMATION; STRAIN;

MODEL VERIFICATION; STRESS PATH; TRIAXIAL TESTS;

SOILS;

EID: 10444221845     PISSN: 00207683     EISSN: None     Source Type: Journal    
DOI: 10.1016/j.ijsolstr.2004.09.009     Document Type: Article

References (26)

1. Baladi, G.Y., Rohani, B., 1979. Elastic-plastic model for saturated sand. Journal of Geotechnical Engineering Division, ASCE 105 (GT4), 465-480.
2. Cheng, X., den Haan, E.J., Barends, F.B.J., 2001. Laboratory and Numerical Investigations of Triaxial Compression Behaviour of a Duch Sand. GeoDelft Internal Report.
3. Davis, E.H., 1968. Theories of plasticity and the failure of soil masses. In: Lee, I.K. (Ed.), Soil Mechanics: Selected Topics. Butterworths, London, pp. 341-380.
4. Desai, C.S., 1980. A general basis for yield, failure and potential functions in plasticity. International Journal for Numerical and Analytical Methods in Geomechanics 4, 361-375.
5. Desai, C.S., 2001. Mechanics of materials and interface: the disturbed state concept. CRC Press, LLC, New York.
6. Desai, C.S., Faruque, M.O., 1984. Constitutive model for geologic materials. Journal of Engineering Mechanics Division, ASCE 110, 1391-1408.
7. Desai, C.S., Somasundaram, S., Frantziskois, G.N., 1986. A Hierarchical approach for constitutive modelling of geologic materials. International Journal for Numerical and Analytical Methods in Geomechanics 10, 225-257.
8. DiMaggio, F.L., Sandler, I.S., 1971. Material models for granular soils. Journal of Engineering Mechanics Division, ASCE 97 (EM3), 935-950.
9. Drucker, D.C., 1951. A more fundamental approach to plastic stress-strain relations. In: Proceedings of the First U.S. National. Congress of Applied Mechanics, Chicago, pp. 487-491.
10. Duncan, J.M., Chang, C.Y., 1970. Non-linear analysis of stress and strain in soils. Journal of the Soil Mechanics and Foundations Division, ASCE 96, 1629-1653.
11. Frantziskonis, G., Desai, C.S., Somasundaram, S., 1986. Constitutive model for nonassociative behaviour. Journal of Engineering Mechanics, ASCE 112, 932-945.
12. Ibsen, L.B., Lade, P.V., 1998. The role of the characteristic line in static soil behaviour. In: Adachi, T., Oka, F., Yashima, A. (Eds.), Localization and Bifurcation Theory for Soils and Rocks. Balkema, Rotterdam, pp. 221-230.
13. Iwan, W.D., 1967. On a class of models for the yielding behavior of continuous and composite systems. Journal of Applied Mechanics 34, 612-617.
14. Lacy, S.J., Prevost, J.H., 1987. Constitutive model for geomaterials. In: Proceedings of the Second International Conference on Constitutive Laws for Engineering Material. Elsevier, New York, pp. 149-160.
15. Lade, P.V., 1977. Elasto-plastic stress-strain theory for cohesionless soil with curved yield surfaces. International Journal of Solids and Structures 13, 1019-1035.
16. Lade, P.V., 1978. Prediction of undrained behaviour of sand. Journal of Geotechnical Engineering Division, ASCE 104 (GT6), 721-735.
17. Lade, P.V., Duncan, J.M., 1975. Elastoplastic stress-strain theory for cohesionless soil. Journal of Geotechnical Engineering Division, ASCE 101 (GT10), 1037-1053.
18. Lade, P.V., Nelson, R.B., Ito, Y.M., 1987. Nonassociated flow and stability of granular materials. Journal of Engineering Mechanics, ASCE 113 (9), 1302-1318.
19. Lade, P.V., Nelson, R.B., Ito, Y.M., 1988. Instability of granular materials with nonassociated flow. Journal of Engineering Mechanics, ASCE 114 (12), 2173-2194.
20. Luong, M.P., 1982. Stress-strain aspects of cohesionless soils under cyclic and transient loading. In: International Symposium on Soil under Cyclic and Transient Loading. Balkema, Rotterdam, pp. 315-324.
21. Mróz, Z., 1967. On the description of anisotropic hardening. Journal of the Mechanics and Physics of Solids 15, 163-175.
22. Poorooshasb, H.R., Holubec, I., Sherbourne, A.N., 1965. Yielding and flow of sand in triaxial compression, part I. Canadian Geotechnical Journal 3, 179-190.
23. Prévost, J.H., 1985. A simple plasticity theory for fractional cohesionless soils. Soil Dynamics and Earthquake Engineering 4, 9-17.
24. Roscoe, K.H., Schofield, A.N., Thorairajah, A., 1963. Yielding of clays in state wetter than critical. Geotechnique 13 (3), 211-240.
25. Vermeer, P.A., 1978. A double hardening model for sand. Geotechnique 28 (4), 413-433.
26. Vermeer, P.A., 1980. Formulation and analysis of sand deformation problems. Ph.D. Thesis, Delft University of Technology, The Netherlands.