Constitutive modeling of unsaturated soil behavior under axisymmetric stress states using a stress/suction-controlled cubical test cell

International Journal of Plasticity

Volumn 19, Issue 10, 2003, Pages 1481-1515

  Macari, Emir José ^a   Hoyos, Laureano René ^b   Arduino, Pedro ^c  

^a NATIONAL SCIENCE FOUNDATION   (United States)

^b University of Texas at Arlington   (United States)

^c UNIVERSITY OF WASHINGTON   (United States)

Author keywords

Constitutive behavior; Critical state; Matric suction; Unsaturated soil

Indexed keywords

ALGORITHMS; COMPUTER SIMULATION; SAND; SOILS; STRESS ANALYSIS;

MATRIC SUCTION;

ELASTOPLASTICITY;

EID: 0038347360     PISSN: 07496419     EISSN: None     Source Type: Journal    
DOI: 10.1016/S0749-6419(02)00018-9     Document Type: Article

References (21)

1. Alawaji, H.A.S., 1990. Formulation and Integration of Constitutive Relations in Soil Plasticity under Mixed Control for Drained and Undrained Conditions. PhD dissertation, University of Colorado at Boulder, Boulder, Colorado.
2. Alawaji H.A.S., Runesson K., Sture S. Integration of constitutive equations in soil plasticity. Journal of Engineering Mechanics, ASCE. 117(8):1991;1771-1790.
3. Alonso, E.E., Gens, A., Hight, D.W., 1987. Special problem soils: general report. In: Proceedings of the 9th European Conference on Soil Mechanics and Foundation Engineering, Dublin, Vol. 3, pp. 1087-1146.
4. Alonso E.E., Gens A., Josa A. A constitutive model for partially saturated soils. Géotechnique. 40(3):1990;405-430.
5. Callisto L., Calabresi G. Mechanical behaviour of a natural soft clay. Géotechnique. 48(4):1998;495-513.
6. Campos, T.M.P., Aguilar, S.A.S., Vargas, Jr., E.A., 1991. Testing and modeling of a porous unsaturated clay. In: Proceedings of 9th Pan-American Conference on Soil Mechanics and Foundation Engineering, Santiago, Chile, vol. 3, pp. 272-277.
7. Fredlund D.G., Morgenstern N.R., Widger R.A. The shear strength of unsaturated Soils. Canadian Geotechnical Journal. 15(3):1978;313-321.
8. Fredlund D.G., Rahardjo H. Soil Mechanics for Unsaturated Soils. 1993;John Wiley and Sons Inc, New York. 517 pp.
9. Hilf, J.W., 1956. An Investigation of Pore-water Pressure in Compacted Cohesive Soils. PhD dissertation, Technical Memorandum No. 654, US Department of the Interior, Bureau of Reclamation, Design and Construction Division, Denver, Colorado, 654 pp.
10. Hoyos, L.R., 1998. Experimental and Computational Modeling of Unsaturated Soil Behavior under True Triaxial Stress States. PhD dissertation, Georgia Institute of Technology, Atlanta, Georgia, 358 pp.
11. Hoyos L.R., Macari E.J. Development of a stress/suction-controlled true triaxial testing device for unsaturated soils. Geotechnical Testing Journal, ASTM. 24(1):2001;5-13.
12. Josa, A., 1988. Un Modelo Elastoplástico para Suelos no Saturados. Doctoral thesis, Universitat Politécnica de Catalunya, Barcelona, Spain.
13. Macari E.J., Weihe S., Arduino P. Implicit integration of elasto-plastic constitutive Models for frictional materials with highly non-linear hardening functions. Journal of Mechanics of Cohesive-Frictional Materials. 2:1997;1-29.
14. Macari E.J., Hoyos L.R. Mechanical behavior of an unsaturated soil under multi-axial stress states. Geotechnical Testing Journal, ASTM. 24(1):2001;14-22.
15. Nemat-Nasser S., Zhang J. Constitutive relations for cohesionless frictional granular materials. Int. J. Plasticity. 18(4):2002;531-547.
16. Peric D., Ayari M.A. On the analytical solutions for the three-invariant Cam clay model. Int. J. Plasticity. 18(5):2002.
17. Sivakumar, V., 1993. A Critical State Framework for Unsaturated Soils. PhD dissertation, University of Sheffield, England, 236 pp.
18. Toll D.G. A framework for unsaturated soil behavior. Géotechnique. 40(1):1990;31-44.
19. Vaunat J., Cante J.C., Ledesma A., Gens A. A stress point algorithm for an elastoplastic model in unsaturated soils. International Journal of Plasticity. 16(2):2000;121-141.
20. Wheeler S.J., Sivakumar V. Development and application of a critical state model for unsaturated soils. Houlsby G.T., Schofield A.N. Predictive Soil Mechanics, T. 1992;709-728 Telford, London.
21. Wheeler S.J., Sivakumar V. An elasto-plastic critical state framework for unsaturated soils. Géotechnique. 45(1):1995;35-53.