235
Views
4
CrossRef citations to date
0
Altmetric
Original Articles

A cyclic elastoplastic-viscoplastic constitutive model for soils

&
Pages 209-220 | Received 13 Aug 2008, Accepted 28 Jan 2009, Published online: 25 Aug 2009

References

  • Adachi , T. , Oka , F. and Mimura , M. 1987 . Mathematical structure of an overstress elasto-viscoplastic model for clay . Soils and Foundations , 22 ( 3 ) : 57 – 70 .
  • Augustesen , A. , Liingaard , M. and Lade , P. V. 2002 . Examination of models for time dependent behavior of soils . 15th ASCE Engineering Mechanics Conference, Columbia University ,
  • Cambou , B. and Jafari , K. 1988 . Modèle de comportement des sols non cohérents . Revue Française de Géotechnique , 44 : 43 – 55 .
  • Dafalias , Y. 1982 . Bounding surface elastoplasticity-viscoplasticity for particulate cohesive media . Proceedings of the IUTAM Symposium on deformation and failure of Granular Materials , : 97 – 107 .
  • Di Prisco , C. and Imposimato , S. 1996 . Time dependent mechanical behavior of loose sand . Mechanics of Cohesive-Frictional Materials , 1 : 45 – 73 .
  • Dragon , A. and Mroz , Z. 1979 . A model for creep plastic creep of rock-like materials accounting for the kinetics of fracture . International Journal of Rock Mechanics and Mining Science Geomechanics , 16 : 253 – 259 .
  • Graham , J. , Crooks , J. H.A. and Bell , A. L. 1983 . Time effects on the stress-strain behaviour of natural soft clays . Geotechnique , 33 ( 3 ) : 327 – 340 .
  • Haval , F. 1994 . Creep in soft soils , PhD thesis. Norwegian University of Science and Technology, 95–107 .
  • Kaliakin , N. and Dafalias , F. 1990 . Theoretical aspects of the elastoplastic-viscoplastic bounding surface model for cohesive soils . Soils and Foundations , 30 ( 3 ) : 11 – 24 .
  • Katona , M. G. 1984 . Evaluation of viscoplastic cap model . Journal of Geotechnical Engineering ASCE , 110 ( 8 ) : 1106 – 1125 .
  • Kim , Y. S. 2006 . Dynamic behavior characteristics of clay in wide strain range based on viscoelastic-viscoplastic constitutive model . International Journal of Offshore and Polar Engineering , 16 ( 2 ) : 153 – 160 .
  • Kuhn , R. and Mitchell , K. 1993 . New perspectives on soils creep . Journal of Geotechnical Engineering , 119 ( 20 ) : 507 – 523 .
  • Lade , P. V. 1994 . Creep effects on static and cyclic instability of granular soils . Journal of Geotechnical Engineering , 120 ( 2 ) : 404 – 419 .
  • Liingaard , M. , Augustesen , A. and Lade , P. V. 2002 . Observed time dependent behavior of soils . 15th ASCE Engineering Mechanics Conference, Columbia University. ,
  • Maleki , M. , Cambou , B. and Dubujet , P. 2000 . Modélisation hiérarchisée du comportement des sols . Revue Francaise de Genie Civil , 4 ( 7–8 ) : 895 – 928 .
  • Maleki , M. 1998 . Modélisation hiérarchisée du comportement des sols , France : PhD thesis. Ecole Centrale de Lyon .
  • Nova , R. 1982 . A viscoplastic constitutive model for normally consolidated clay . Proceedings of the IUTAM Symposium on deformation and failure of granular materials , : 287 – 295 .
  • Oka , F. 1992 . A cyclic elasto-viscoplastic constitutive model based on nonlinear hardening rule . Proceedings of the 4th International Symposium on Numerical Models in Geomechanics. , 1 : 105 – 114 . Balkema
  • Matsui , T. and Abe , N. 1985 . Elasto-viscoplastic constitutive equation of normally consolidated clay based on flow surface theory . Proceedings of the 5th ICONMG , : 407 – 413 .
  • Perzyna , P. 1966 . Fundamental problems in viscoplasticity . Advnced in Applied Mechanics , 9 : 243 – 277 .
  • Sekiguchi , H. 1984 . Theory of undrained creep rupture of normally consolidated clay based on elasto-viscoplasticity . Soils and Foundations , 24 ( 1 ) : 129 – 147 .
  • Sheahan , T. C. , Ladd , C. C. and Germaine , J. T. 1996 . Rate dependent undrained behavior of saturated clay . Journal of Geotechnical Engineering , 122 ( 2 ) : 99 – 108 .
  • Tavenas , F . 1978 . Creep behavior of an undisturbed lightly over-consolidated clay . Canadian Geotechnical Journal , 15 ( 3 ) : 402 – 423 .
  • Vaid , Y. P. and Campanella , R. G. 1977 . Time-dependent behavior of undisturbed clay . Journal of Geotechnical Engineering , 103 ( GT7 ) : 693 – 709 .
  • Yamamuro , J. and Lade , P. V. 1993 . Effects of strain rate on instability of granular soils . Geotechnical Testing Journal , 16 ( 3 ) : 304 – 313 .

Reprints and Corporate Permissions

Please note: Selecting permissions does not provide access to the full text of the article, please see our help page How do I view content?

To request a reprint or corporate permissions for this article, please click on the relevant link below:

Academic Permissions

Please note: Selecting permissions does not provide access to the full text of the article, please see our help page How do I view content?

Obtain permissions instantly via Rightslink by clicking on the button below:

If you are unable to obtain permissions via Rightslink, please complete and submit this Permissions form. For more information, please visit our Permissions help page.