Evaluation of the influence of elasto-viscoplastic scaling functions on modelling time-dependent behaviour of natural clays

Soils and Foundations

Volumn 50, Issue 2, 2010, Pages 203-214

  Yin, Zhen Yu ^a   Karstunen, Minna ^b   Hicher, Pierre Yves ^c  

^a SHANGHAI JIAO TONG UNIVERSITY   (China)

^b UNIVERSITY OF STRATHCLYDE   (United Kingdom)

^c Research Institute in Civil and Mechanical Engineering   (France)

Author keywords

Anisotropy; Clay; Constitutive equation of soil; Creep; Sensitivity; Time effect

Indexed keywords

CONSTITUTIVE EQUATION OF SOIL; CREEP EFFECTS; ELASTO-PLASTIC MODELS; ELASTO-VISCOPLASTIC; ELASTO-VISCOPLASTIC MODELS; GRADUAL DEGRADATION; IN-SITU TESTING; INDUCED ANISOTROPY; LABORATORY TEST; NATURAL CLAYS; OVERSTRESS THEORY; PERZYNA; PRESSUREMETERS; SCALING FUNCTIONS; SENSITIVITY; SOIL STRENGTH; STRAIN RATE EFFECT; TIME EFFECT; TIME-DEPENDENT BEHAVIOUR;

ANISOTROPY; CREEP; ELASTOPLASTICITY; GEOLOGIC MODELS; SOILS; STRAIN RATE;

FUNCTION EVALUATION;

EID: 79960181198     PISSN: 00380806     EISSN: None     Source Type: Journal    
DOI: 10.3208/sandf.50.203     Document Type: Article

References (35)

1. Adachi, T. and Oka, F. (1982): Constitutive equations for normally consolidated clay based on elasto-viscoplasticity, Soils and Foundations, 22(4), 57-70. (Pubitemid 13486493)
2. Allman, M. A. and Atkinson, J. H. (1992): Mechanical properties of reconstituted Bothkenner soil, Géotechnique, 42(2), 289-301. (Pubitemid 23371881)
3. Bjerrum, L. (1967): Engineering geology of Norwegian normallyconsolidated marine clays as related to settlements of building, Géotechnique, 17(2), 81-118.
4. Boudali, M. (1995): Comportement tridimensionnel et visqueux des argiles naturelles, Thèse de doctorat, Universitéde Laval, Québec.
5. Britto, A. M. and Gunn,M. J. (1985): Critical State Soil Mechanics via Finite Elements, John Wiley and Sons, New York.
6. Desai, C. S. and Zhang, D. (1897): Viscoplastic model for geologic materials with generalized flow rule, Int. J. Numer. Anal. Meth. Geomech., 11, 603-620.
7. Fodil, A., Aloulou, W. and Hicher, P. Y. (1997): Viscoplastic behaviour of soft clay, Géotechnique, 47(3), 581-591.
8. Graham, J., Crooks, J. H. A. and Bell, A. L. (1983): Time effects on the stress-strain behaviour of natural soft clays, Géotechnique, 33(3), 327-340. (Pubitemid 13602759)
9. Hinchberger, S. D. and Rowe, R. K. (2005): Evaluation of the predictive ability of two elastic-viscoplastic constitutive models, Canadian Geotechnical Journal, 42(6), 1675-1694. (Pubitemid 43355695)
10. Houlsby, G. T. and Carter, J. P. (1993): The effect of pressuremeter geometry on the results of tests in clay, G éotechnique, 43(4), 567-576. (Pubitemid 24399379)
11. Karstunen,M., Krenn, H., Wheeler, S. J., Koskinen, M. and Zentar, R. (2005): The effect of anisotropy and destructuration on the behaviour of Murro test embankment, International Journal of Geomechanics, ASCE, 5(2), 87-97. (Pubitemid 40815658)
12. Katona, M. G. (1984): Evaluation of viscoplastic cap model, Journal of Geotechnical Engineering, ASCE, 110(8), 1106-1125.
13. Leroueil, S., Kabbaj, M., Tavenas, F. and Bouchard, R. (1985): Stress-strain-strain-rate relation for the compressibility of sensitive natural clays, Géotechnique, 35(2), 159-180. (Pubitemid 15563649)
14. Leroueil, S., Kabbaj, M. and Tavenas, F. (1988): Study of the validity of a s?v?ev?dev/dt model in site conditions, Soils and Foundations, 28(3), 13-25.
15. Nash, D. F. T., Sills, G. C. and Davison, L. R. (1992): One-dimensional consolidation testing of soft clay from Bothkennar, Géotechnique, 42(2), 241-256. (Pubitemid 23371879)
16. Oka, F., Adachi, T. and Okano, Y. (1986): Two-dimensional consolidation analysis using an elasto-viscoplastic constitutive equation, International Journal for Numerical and Analytical Methods in Geomechanics, 10(1), 1-16. (Pubitemid 16476005)
17. Penumadu, D. and Chameau, J. L. (1997): Strain rate effects in model pressuremeter testing, Journal of Geotechnical and Geoenvironmental Engineering, ASCE, 123(11), 1051-1059.
18. Perzyna, P. (1963): The constitutive equations for work-hardening and rate sensitive plastic materials, Proc. Vibration Problems Warsaw, 3, 281-290.
19. Perzyna, P. (1966): Fundamental problems in viscoplasticity, Advanced Applied Mechanics, 9(3), 244-377.
20. Rangeard, D. (2002): Identification des caractéristiques hydromécaniques d'une argile par analyse inverse des essais pressiométriques, Thèse de doctorat, Ecole Centrale de Nantes et l'Universite de Nantes.
21. Roscoe, K. H. and Burland, J. B. (1968): On the generalized stressstrain behaviour of 'wet' clay, Engineering Plasticity, Cambridge University Press, 553-609.
22. Rowe, R. K. and Hinchberger, S. D. (1998): Significance of rate effects in modelling the Sackville test embankment, Canadian Geotechnical Journal, 35(3), 500-516.
23. Sekiguchi, H. (1984): Theory of undrained creep rupture of normally consolidated clay based on elasto-viscoplasticity, Soils and Foundations, 24(1), 129-147. (Pubitemid 14590772)
24. Shahrour, I. and Meimon, Y. (1995): Calculation of marine foundations subjected to repeated loads by means of the homogenization method, Computers and Geotechnics, 17(1), 93-106.
25. Sheahan, T. C., Ladd, C. C. and Germaine, J. T. (1996): Ratedependent undrained shear behaviour of saturated clay, Journal of the Geotechnical Engineering, ASCE, 122(2), 99-108.
26. Tanaka, H., Udaka, K. and Nosaka, T. (2006): Strain rate dependency of cohesive soils in consolidation settlement, Soils and Foundations, 46(3), 315-322.
27. Tong, X. and Tuan, C. Y. (2007): Viscoplastic cap model for soils under high strain rate loading, Journal of Geotechnical and Geoenvironmental Engineering, ASCE, 133(2), 206-214. (Pubitemid 46152168)
28. Vaid, Y. P. and Campanella, R. G. (1977): Time-dependent behaviour of undisturbed clay, Journal of Geotechnical Engineering, ASCE, 103(7), 693-709.
29. Vermeer, P. A. and Neher, H. P. (1999): A Soft Soil Model that Accounts for Creep, Proc. Plaxis Symposium Beyond 2000 in Computational Geotechnics, Amsterdam, 249-262.
30. Watabe, Y., Udaka, K. and Morikawa, Y. (2008): Strain-rate effect on long-term consolidation of Osaka bay clay, Soils and Foundations, 48(4), 495-510.
31. Wheeler, S. J., Näätänen, A., Karstunen, M. and Lojander, M. (2003): An anisotropic elasto-plastic model for soft clays, Canadian Geotechnical Journal, 40(2), 403-418. (Pubitemid 36803881)
32. 0-consolidated compression and extension tests on natural Hong Kong Marine deposits, Marine Georesources and Geotechnology, 24(2), 119-147.
33. Yin, Z. Y. and Hicher, P. Y. (2008): Identifying parameters controlling soil delayed behaviour from laboratory and in situ pressuremeter testing, International Journal for Numerical and Analytical Methods in Geomechanics, 32(12), 1515-1535.
34. Zentar, R., Karstunen, M. and Wheeler, S. J. (2002): Influence of anisotropy and destructuration on undrained shearing of natural clays, Proc. 5th European Conf. Numerical Methods in Geotechnical Engineering, Paris, 21-26.
35. Zentar, R. (1999): Analyse inverse des essais pressiométriques- Application a l'argile de Saint-Herblain, Thèse de doctorat, Ecole Centrale de Nantes.