Mixed experimental and numerical approach to evaluation of material parameters of clayey soils

International Journal of Geomechanics

Volumn 4, Issue 3, 2004, Pages 199-206

  Janda, Tomáš ^a   Kuklik, Pavel ^a   Šejnoha, Michal ^a  

^a CZECH TECHNICAL UNIVERSITY IN PRAGUE   (Czech Republic)

Author keywords

[No Author keywords available]

Indexed keywords

DEFORMATION; MATERIALS SCIENCE; MATHEMATICAL MODELS; PARAMETER ESTIMATION;

ISOTROPIC CONSOLIDATIONS; STRUCTURAL STRENGTH;

SOILS;

CLAY; CONSOLIDATION; ISOTROPY; NUMERICAL METHOD; SOIL MECHANICS; TIME DEPENDENT BEHAVIOR;

EID: 4444232611     PISSN: 15323641     EISSN: None     Source Type: Journal    
DOI: None     Document Type: Article

References (13)

1. Asaoka, A., Nakano, M., and Noda, T. (1998). Super loading yield surface concept for the saturated structured soils, NUMGE98, edited by Cividini A., Udine, Italy, 233-242.
2. Bittnar, Z., and Šejnoha, J. (1996). Numerical methods in structural mechanics, ASCE, New York).
3. Dluzewski, J. M. (1998). Large strain consolidation for elasto-plastic soils, NUMGE98, edited by Cividini A., Udine, Italy, 473-482.
4. Hughes, T. J. R. (1987). The finite element method, linear static and dynamic finite element analysis (Prentice-Hall, Englewood Cliffs, N.J.).
5. Janda, T., Kuklík, P., and Šejnoha, M. (2003). "Numerical implementation of isotropic consolidation of clayey soils," ACTA POLYTECHNICA, Prague.
6. Krejcí, T., Nový, T., Sehnoutek, L., and Šejnoha, J. (2001). "Structure-subsoil interaction in view of transport processes in porous media," CTU Reports, Prague, 5, 1-81 (2001).
7. Kuklík, P., Mares, J., and Šejnoha, M. (1999a) The structural strength of soil from the isotropic consolidation point of view, in APCOM 99, Singapore, edited by Wang C. M., Lee K. H., and Ang K. K., 2, 797-802.
8. Kuklík, P., Mares, J., and Šejnoha, M. (1999b) Evaluation of the modified cam clay model with reference to isotropic consolidation, CTU Rep., Prague, 3, 47-54.
9. Kvasnicka, V. (1994). "Augmented simulated annealing adaption of feed-forward neural networks," Neural Network World, 3, 67-80.
10. Lewis, R. W., and Schrefler, B. A. (1998). The finite element method in static and dynamic deformation and consolidation of porous media Wiley, Chichester, U.K..
11. Lepš, M., Matouš, K., Šejnoha, M., and Zeman, J. (2000). "Applying genetic algorithms to selected topics commonly encountered in engineering practice," Comput. Methods Appl. Mech. Eng., 119, 1600-1620.
12. Michalewicz, Z. (1992). Genetic Algorithms + Data Structures = Evolution programs, Springer, Berlin.
13. Potts, D. M., and Zdravkovic, L. (1999). Finite element analysis in geotechnical engineering, theory, Thomas Telford, London.