Predictions of a continuous hyperplasticity model for Bangkok clay

References

• Collins , I. F. and Houlsby , G. T. 1997 . Application of thermomechanical principles to the modelling of geotechnical materials . Proc. R. Soc. London, Ser. A , 453 : 1975 – 2001 .
   Google Scholar
• Houlsby , G. T. and Puzrin , A. M. 2000 . A thermomechanical framework for constitutive models for rate-independent dissipative materials . Int. J. Plasticity , 16 ( 9 ) : 1017 – 1047 .
   Web of Science ®Google Scholar
• Houlsby , G. T. and Puzrin , A. M. 2000 . Rate-dependent plasticity models derived from potential functions . J. Rheol. , 46 ( 1 ) : 113 – 126 .
   Web of Science ®Google Scholar
• Likitlersuang , S. . A hyperplasticity model for clay behaviour: an application to Bangkok clay . D.Phil. Thesis, Oxford University .
   Google Scholar
• Likitlersuang , S. and Houlsby , G. T. 2006 . Development of hyperplasticity model for soil mechanics . Int. J. Numer. Anal. Methods Geomech. , 30 ( 3 ) : 229 – 254 .
   Web of Science ®Google Scholar
• Puzrin , A. M. and Houlsby , G. T. 2001 . Fundamentals of kinematic hardening hyperplasticity . Int. J. Solids Struct. , 38 : 3771 – 3794 .
   Google Scholar
• Roscoe , K. H. and Burland , J. B. 1968 . “ On the generalised behaviour of ‘wet’ clay ” . In Engineering Plasticity , Edited by: Heyman , J. and Leckie , F. A. 535 – 610 . Cambridge : Cambridge University Press .
   Google Scholar
• Teachavorasinskun , S. , Thongchim , P. and Lukkunaprasit , P. 2001 . Shear modulus and damping ratio of clay during undrained cyclic loading . Géotechnique , 51 ( 5 ) : 467 – 470 .
   Web of Science ®Google Scholar