Modelling and numerical simulation of creep in soft soils

Proceedings of the 4th International Conference on Soft Soil Engineering - Soft Soil Engineering

Volumn , Issue , 2007, Pages 57-71

  Vermeer, P A ^a   Leoni, M ^a   Karstunen, M ^b   Neher, H P ^c  

^a UNIVERSITY OF STUTTGART   (Germany)

^b UNIVERSITY OF STRATHCLYDE   (United Kingdom)

^c Direktion Digitalisierung und Software Engineering DS BIM 5D   (Germany)

Author keywords

[No Author keywords available]

Indexed keywords

ANISOTROPY; BOUNDARY VALUE PROBLEMS; CAMS; CLAY MINERALS; CREEP; DIFFERENTIAL EQUATIONS; FINITE ELEMENT METHOD; INITIAL VALUE PROBLEMS; SOIL MECHANICS; SOILS; STRAIN RATE; THREE DIMENSIONAL;

ANISOTROPIC CREEPS; CLAY TYPES; COMPLEX BOUNDARIES; CREEP MODELS; CREEP STRAIN RATES; EXPERIMENTAL OBSERVATIONS; FABRIC TENSORS; FINITE ELEMENT PROGRAMS; IC MODELS; ISOTROPIC MODELS; LAB TESTS; LEANING TOWER OF PISA; MODEL DEVELOPMENTS; NATURAL SOILS; NUMERICAL SIMULATIONS; SOFT SOILS;

GEOLOGIC MODELS;

EID: 55549133277     PISSN: None     EISSN: None     Source Type: Conference Proceeding    
DOI: None     Document Type: Conference Paper

References (33)

1. A.G.I. 1991. 10th ECSMFE The contribution of geotechnical engineering to the preservation of Italian historic sites, Florence, pp. 105-108.
2. Adachi, T., and Okano, M. 1974. A constitutive equation for normally consolidated clay. Soils and Foundations, 14(4): 55-73.
3. Bjerrum, L. 1967. Engineering geology of norwegian normally-consolidated marine clays as related to settlements of buildings. Géotechnique, 17: 81-118.
4. Boudali, M. 1995. Comportement tridimensionnel et visqueux des argiles naturelles. PhD Thesis, Université Laval, Québec.
5. Brinkgreve, R.B.J., and Vermeer, P.A. 2001. PLAXIS Finite Element Code for Soils and Rock Analyses, 3D Tunnel Version 1. Balkema.
6. Buisman, A.S. 1936. Results of long duration settlement tests. In 1st International Conference on Soil Mechanics and Foundation Engineering. Cambridge, Vol.1, pp. 103-107.
7. Butterfield, R. 1979. A natural compression law for soils (an advance on e-log p'). Géotechnique, 22: 71-78.
8. Calabresi, G., Rampello, S., Callisto, L., and Viggiani, G.M.B. 1996. The Leaning Tower of Pisa - Soil parameters for the numerical modelling of the tower resulting from the most recent investigations, Laboratorio Geotecnico Dipartimento di Ingegneria Strutturale e Geotecnica, Université di Roma "La Sapienza".
9. Claesson, P. 2006. Creep around the preconsolidation pressure - a laboratory and field study. In CREBS Workshop. Edited by N.G.I. Oslo.
10. Den Haan, E.J. 1994. Vertical compression of Soils, Delft University.
11. Eriksson, L.G. 1989. Temperature effects on consolidation properties of sulphide clays. In 12th International Conference on Soil Mechanics and Foundation Engineering. Rio de Janeiro, Vol.3, pp. 2087-2090.
12. Garlanger, J.E. 1972. The consolidation of soils exhibiting creep under constant effective stress. Géotechnique, 22: 71-78.
13. Gens, A., and Nova, R. 1993. Conceptual bases for a constitutive model for bonded soils and weak rocks. In Geomechanical engineering of hard soils and soft rocks. Edited by A. Anagnostopoulos, F. Schlosser, N. Kaltesiotis, and R. Frank. Balkema, Rotterdam, Vol.1, pp. 485-494.
14. Hanzawa, H. 1989. Evaluation of design parameters for soft clays as related to geological stress history. Soils and Foundations, 29(2): 99-111.
15. Jamiolkowski, M. 1999. Workshop on the Pisa Tower "The Restoration of the Leaning Tower: Present Situation and Perspectives".
16. Janbu, N. 1969. The resistance concept applied to deformations of soils. In 7th ICSMFE. Mexico City, Vol.1.
17. Leroueil, S. 1987. Tenth Canadian Geotechnical Colloquium: Revent developments in consolidation of natural clays. Canadian Geotechnical Journal, 25: 85-107.
18. Leroueil, S. 2006. The isotache approach. Where are we 50 years after its development by Professor Sukljie?
19. Leroueil, S., Kabbaj, M., Tavenas, F., and Bouchard, R. 1985. Stress-strain-strain rate relation for the compressibility of sensitive natural clays. Géotechnique, 35: 159-180.
20. Liingaard, M., Augustesen, A., and Lade, P.V. 2004. Characterization of Models for Time-Dependent Behavior of Soils. International Journal of Geomechanics: 157-177.
21. Matsuoka, H., and Nakai, T. 1982. A new failure criterion for soils in three-dimensional stresses. In IUTAM Conference on deformation and failure of granular materials. Delft, pp. 253-263.
22. Mesri, G., and Choi, Y.K. 1985. Settlement analysis of embankments on soft clays. ASCE Journal of Geotechnical Engineering, 111(4): 441-464.
23. Moritz, L. 1995. Geotechnical properties of clay at elevated temperatures. In International Symposium on Compression and Consolidation of Clayey soils - IS Hiroshima's 95. Hiroshima, Vol.1, pp. 267-272.
24. Neher, H.P., Vogler, U., Vermeer, P.A., and Viggiani, C. 2003. 3D creep analysis of the Leaning Tower of Pisa. In Geotechnics of soft soils, theory and praxis. Edited by Vermeer, Schweiger, Karstunen, and Cudny. Noordwijkerhout (NL), pp. 607-612.
25. Norton, F.H. 1929. Creep of steel at high temperatures. Mc Graw-Hill, New York.
26. Nova, R. 1982. A viscoplastic constitutive model for normally consolidated clays. In IUTAM Conference on Deformation and Failure of Granular Materials. Delft, pp. 287-295.
27. Sällfors, G. 1975. Preconsolidation pressure on soft high plastic clays. PhD thesis, Chalmers University of Technology, Göteborg.
28. Sekiguchi, H., and Ohta, H. 1977. Induced anisotropy and time dependency in clays. In 9th ICSMFE. Tokyo, pp. 229-238.
29. Stolle, D.F.E., Bonnier, P.G., and Vermeer, P.A. 1997. A soft soil model and experiences with two integration schemes. In NUMOG VI. Edited by Pietruszczak S. and Pande G.N. Montreal. 2-4 July 1997. Balkema, Rotterdam.
30. Vermeer, P.A., and Neher, H.P. 1999. A soft soil model that accounts for creep. In Int.Symp. "Beyond 2000 in Computational Geotechnics". Edited by R.B.J. Brinkgreve. Amsterdam. Balkema, Rotterdam, pp. 249-261.
31. Vermeer, P.A., Stolle, D.F.E., and Bonnier, P.G. 1998. From the classical theory of secondary compression to modern creep analysis. In Computer Methods and Advances in Geomechanics. Edited by Yuan. Balkema, Rotterdam.
32. Wheeler, S.J., Näätänen, A., Karstunen, M., and Lojander, M. 2003. An anisotropic elastoplastic model for soft clays. Canadian Geotechnical Journal, 40: 403-418.
33. Yin, J.-H., and Graham, J. 1999. Elastic viscoplastic modelling of the time dependent stress-strain behaviour of soils. Canadian Geotechnical Journal, 36: 736-745.