Modelling strain-rate-dependency of natural soft clays combined with anisotropy and destructuration

Acta Mechanica Solida Sinica

Volumn 24, Issue 3, 2011, Pages 216-230

  Yin, Zhen Yu ^a   Karstunen, Minna ^b  

^a SHANGHAI JIAO TONG UNIVERSITY   (China)

^b UNIVERSITY OF STRATHCLYDE   (United Kingdom)

Author keywords

anisotropic materials; creep; debonding; time dependent

Indexed keywords

ACCURATE PREDICTION; ANISOTROPIC MATERIAL; CREEP TESTS; DESTRUCTURATION; ELASTO-PLASTIC MODELS; ELASTO-VISCOPLASTIC MODELS; LOADING CONDITION; MEASURED RESULTS; OVERSTRESS THEORY; PERZYNA; SOFT CLAYS; TIME-DEPENDENT; TIME-DEPENDENT BEHAVIOUR;

ANISOTROPY; CREEP; ELASTOPLASTICITY;

STRAIN RATE;

EID: 79960028146     PISSN: 08949166     EISSN: 18602134     Source Type: Journal    
DOI: 10.1016/S0894-9166(11)60023-2     Document Type: Article

References (39)

1. J.B. Burland On the compressibility and shear strength of natural clays Géotechnique 40 3 1990 329 378
2. J.A. Diaz Rodriguez, S. Leroueil, J.D. Alemán Yielding of Mexico City clay and other natural clays Journal of Geotechnical Engineering 118 7 1992 981 995
3. th International Conference on Soil Mechanics and Foundation Engineering, 1977: 319-326.
4. S.J. Wheeler, A. Näätänen, M. Karstunen, M. Lojander An anisotropic elasto-plastic model for soft clays Canadian Geotechnical Journal 40 2 2003 403 418 (Pubitemid 36803881)
5. K.H. Roscoe, J.B. Burland On the Generalized Stress-Strain Behaviour of 'Wet' Clay, Engineering Plasticity 1968 Cambridge University Press 553 609
6. M. Karstunen, M. Koskinen Plastic anisotropy of soft reconstituted clays Canadian Geotechnical Journal 45 3 2008 314 328 (Pubitemid 351578608)
7. S. Leroueil, P.R. Vaughan The general and congruent effects of structure in natural soils and weak rocks Géotechnique 40 3 1990 467 488
8. S. Leroueil, F. Tavenas, F. Brucy, P. La Rochelle, M. Roy Behaviour of destructured natural clays ASCE Journal of Geotechnical Engineering 105 6 1979 759 778
9. Gens, A. and Nova, R., Conceptual bases for a constitutive model for bonded soils and weak rocks. In: Proceedings of International Symposium on Hard Soils - Soft Rocks. Athens, 1993: 485-494.
10. M. Karstunen, H. Krenn, S.J. Wheeler, M. Koskinen, R. Zentar The effect of anisotropy and destructuration on the behaviour of Murro test embankment ASCE International Journal of Geomechanics 5 2 2005 87 97 (Pubitemid 40815658)
11. Y.P. Vaid, R.G. Campanella Time-dependent behaviour of undisturbed clay ASCE Journal of Geotechnical Engineering 103 7 1977 693 709
12. A. Nakase, T. Kamei Influence of strain rate on undrained shear characteristics of K0-consolidated cohesive soils Soils and Foundations 26 1 1986 85 95 (Pubitemid 16536864)
13. T.C. Sheahan, C.C. Ladd, J.T. Germaine Rate-dependent undrained shear behaviour of saturated clay ASCE Journal of the Geotechnical Engineering 122 2 1996 99 108
14. J.H. Yin, CM. Cheng Comparison of strain-rate dependent stress-strain behaviour from K0-consolidated compression and extension tests on natural Hong Kong Marine deposits Marine Georesources and Geotechnology 24 2 2006 119 147
15. S. Leroueil, M. Kabbaj, F. Tavenas, R. Bouchard Stress-strain-strain-rate relation for the compressibility of sensitive natural clays Géotechnique 35 2 1985 159 180 (Pubitemid 15563649)
16. B.L. Kutter, N. Sathialingam Elastic-viscoplastic modelling of the rate-dependent behaviour of clays Géotechnique 42 3 1992 427 441
17. Vermeer, P.A. and, Neher, H.P., A soft soil model that accounts for creep. In: Proc. Plaxis Symposium 'Beyond 2000 in Computational Geotechnic', Amsterdam, 1999: 249-262.
18. J.H. Yin, J.G. Zhu, J. Graham A new elastic viscoplastic model for time-dependent behaviour of normally and overconsolidated clays: theory and verification Canadian Geotechnical Journal 39 1 2002 157 173
19. G. Rocchi, M. Fontana, M. Da Prat Modelling of natural soft clay destruction processes using viscoplasticity theory Géotechnique 53 8 2003 729 745 (Pubitemid 37307560)
20. Z.Y. Yin, P.Y. Hicher Identifying parameters controlling soil delayed behavior from laboratory and in situ pressuremeter testing International Journal for Numerical and Analytical Methods in Geomechanics 32 2008 1515 1535
21. C. Kelln, J. Sharma, D. Hughes, J. Graham Finite element analysis of an embankment on a soft estuarine deposit using an elastic-viscoplastic soil model Canadian Geotechnical Journal 46 3 2008 357 368
22. S.D. Hinchberger, G. Qu Viscoplastic constitutive approach for rate-sensitive structured clays Canadian Geotechnical Journal 46 6 2009 609 626
23. T. Adachi, F. Oka Constitutive equations for normally consolidated clay based on elasto-viscoplasticity Soils and Foundations 22 4 1982 57 70 (Pubitemid 13486493)
24. S. Kimoto, F. Oka An elasto-viscoplastic model for clay considering destructuralization and consolidation analysis of unstable behaviour Soils and Foundations 45 2 2005 29 42
25. C. Zhou, J.H. Yin, J.G. Zhu, C.M. Cheng Elastic anisotropic viscoplastic modeling of the strain-ratedependent stress-strain behaviour of K0-nsolidated natural marine clays in triaxial shear tests ASCE International Journal of Geomechanics 5 3 2005 218 232 (Pubitemid 41320236)
26. M. Leoni, M. Karstunen, P.A. Vermeer Anisotropic creep model for soft soils Géotechnique 58 3 2008 215 226
27. Perzyna, P., The constitutive equations for work-hardening and rate sensitive plastic materials. In: Proceeding of Vibration Problems, Warsaw, 1963: 281-290.
28. P. Perzyna Fundamental problems in viscoplasticity Advanced Applied Mechanics 9 3 1966 244 377
29. th International Conference of the International Association for Computer Methods and Advances in Geomechanics, Goa, India, 2008, CD-ROM.
30. A. Fodil, W. Aloulou, P.Y. Hicher Viscoplastic behaviour of soft clay Géotechnique 47 3 1997 581 591
31. D. Sheng, S.W. Sloan, H.S. Yu Aspects of finite element implementation of critical state models Computational Mechanics 26 2000 185 196
32. M.G. Katona Evaluation of viscoplastic cap model ASCE Journal of Geotechnical Engineering 110 8 1984 1106 1125
33. F. Oka, T. Adachi, Y. Okano two-dimensional consolidation analysis using an elasto-viscoplastic constitutive equation International Journal for Numerical and Analytical Methods in Geomechanics 10 1 1986 1 16 (Pubitemid 16476005)
34. R.K. Rowe, S.D. Hinchberger Significance of rate effects in modelling the Sackville test embankment Canadian Geotechnical Journal 35 3 1998 500 516
35. A.M. Britto, M.J. Gunn Critical State Soil Mechanics via Finite Elements 1985 John Wiley and Sons New York
36. nd ICSMFE, London, 1948, 1: 103-107.
37. Rangeard, D., Identification des caractéristiques hydro-mécaniques d'une argile par analyse inverse des essais pressiométriques, Thse de l'Ecole Centrale de Nantes et l'Université de Nantes, 2002.
38. T. Kamei, S. Sakajo Evaluation of undrained shear behaviour of Ko-consolidated cohesive soils using elasto-viscoplastic model Computers and Geotechnics 17 1995 397 417 (Pubitemid 26465260)
39. th European Conf. Numerical Methods in Geotechnical Engineering Paris, 2002: 21-26.