References
- Adachi, T. and Okano, M., 1974. A constitutive equation for normally consolidated clay. Soils and Foundations, 14 (4), 55–73.
- Adachi, T. and Oka, F., 1982. Constitutive equations for normally consolidated clay based on elasto-viscoplasticity. Soils and Foundations, 22 (4), 57–70.
- Adachi, T., Oka, F. and Mimura, M., 1987a. An elasto-viscoplastic theory for clay failure. 8th Asian Regional Conference on Soil Mechanics and Foundation Engineering, 20–24 July 1987 Koyoto, Japan. Japanese society for soil mechanics and foundation engineering, Japan, 5–8.
- Adachi, T., Oka, F. and Mimura, M., 1987b. Mathmetical structure of an overstress elasto-viscoplastic model for clay. Soils and Foundations, 27 (3), 31–42.
- Adachi, T., Oka, F. and Mimura, M., 1996. Modeling aspects associated with time dependent behaviour of soil. Measurement and modelling: time dependent soil behaviour, ASCE geotech special publication. New York: New York Press.
- Arulanandanan, K., Shen, C.K. and Young, R.B., 1971. Undranined creep behaviour of a coastal orgainc silty clay. Geotechnique, 4, 359–375.
- Aubry, D., Kodaissi, E. and Meimon, Y., 1985. A viscoplastic constitutive equation for clays including a damage law. Fifth International conference on numerical methods in geomechanics, 1–5 April 1985 Nagoya. Balkema, 421–428.
- Biot, M., 1941. General theory of three dimensional consolidation. Journal of Applied Physics, 12, 155–169.
- Bjerrum, L., 1967. Engineering geology of Norwegian normally consolidated marine clays as related to settlements of buildings. Geotechnique, 17 (2), 81–118.
- Borja, R.I., 1992. Generalized creep and stress relaxation model for clays. Journal of Geotechnical Engineering, 118 (11), 1765–1786.
- Borja, R.I. and Kavazanjian, E., 1985. A constitutive model for the stress-strain-time behaviour of ‘wet’ clays. Geotechnique, 35 (3), 283–298.
- Britto, A.M. and Gunn, M.J., 1987. Critical state soil mechanics via finite elements. New York: Ellis Horwood Limited.
- Burland, J.B., 1965. The yielding and dilation of clay (Correspondence). Geotechnique, 15, 211–214.
- Drucker, D.C. and Prager, W., 1952. Soil mechanics and plastic analysis or limit design. Quarterly of Applied Mathametics, 10, 157–165.
- Fodil, A., Aloulou, W. and Hicher, P.Y., 1997. Viscoplastic behaviour of soft clay. Geotechnique, 47 (3), 581–591.
- Garlanger, J.E., 1972. The consolidation of soils exhibiting creep under constant effective stress. Geotechnique, 1 (22), 71–78.
- Gnanendran, C.T., Manivannan, G. and Lo, S.-C.R., 2006. Influence of using a creep, rate or an elastoplastic model for predicting the behaviour of embankments on soft soils. Canadian Geotechnical Journal, 43 (2), 134–154.
- Hashiguchi, K. and Okayasu, T., 2000. Time-dependent elastoplastic constitutive equation based on the subloading surface model and its application to soils. Soils and Foundations, 40 (4), 19–36.
- Hashiguchi, K., Saitoh, K., Okayasu, T. and Tsutsumi, S., 2002. Evaluation of typical conventional and unconventional plasticity models for prediction of softening behaviour. Geotechnique, 52 (8), 561–578.
- Hsieh, H.S., Kavasanjian, E.J. and Borja, R.I., 1990. Double-yield-surface Cam-Clay plasticity model I, theory. Journal of Geotechnical Engineering, 116 (9), 1381–1401.
- Hujeux, J.C., 1985. Une loi de comportement pour le chargement cyclique des sols. In: Davidovici (ed.) GeÂnie Parasismique. Presses des Ponts et ChausseÂes, Paris.
- Karim, M.R., Gnanendran, C.T., LO, S.-C.R. and Mak, J., 2010. Predicting the long-term performance of a wide embankment on soft soil using an elastic-visco-plastic model. Canadian Geotechnical Journal, 47, 244–257.
- Karim, M.R., Manivannan, G., Gnanendran, C.T. and Lo, S.-C.R., 2011. Predicting the long-term performance of a geogrid-reinforced embankment on soft soil using two-dimensional finite element analysis. Canadian Geotechnical Journal, 48, 741–753.
- Katona, M.G., 1984. Evaluation of viscoplastic cap model. Journal of Geotechnical Engineering, 110, 1106–1125.
- Kavazanjian, E.J. and Mitchell, J.K., 1980. Time-dependent deformation behavior of clays. Journal of the Geotechnical Engineering Division, ASCE, 106 (GT6), 611–630.
- Kutter, B.L. and Sathialingam, N., 1992. Elastic-viscoplastic modelling of the rate-dependent behaviour of clays. Geotechnique, 42, 427–441.
- Liang, R.Y. and Ma, F., 1992. A unified elasto-viscoplasticity model for clays, Part I, Theory. Computers and Geotechnics, 13, 71–87.
- Liingaard, M., Augustesen, A. and Lade, P.V., 2004. Characterization of models for time-dependent behavior of soils. International Journal of Geomechanics, 4 (3), 157–177.
- Mannivanan, G., 2005. Viscoplastic modelling of embankments on soft soil. Thesis (PhD), UNSW@ADFA, Canberra, ACT, Australia.
- Oka, F., 1981. Prediction of time dependent behaviour of clay. Proceedings of the 10th International Conference on Soil Mechanics and Foundation Engineering, Japan, 215–218.
- Oka, F., 1988. Cyclic viscoplastic constitutive models for clays. 6th International conference on numerical methods in Geomechanics, 1988 Innsbruck, Austria. 293–298.
- Oka, F., 1992. A cyclic elasto-viscoplastic constitutive model for clay based on the non-linear hardening rule. In: Pande, G.N. & Pietruszczak, S., eds. 4th International symposium on Numerical models in Geomechanics, 1992 Swansea. Balkema, Rotterdam.
- 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, 1–16.
- Pender, M.J., 1977. A unified model for soil stress-strain behaviour. Procedings of speciality session 9, 9th International conference on soil mechanics and foundation engineering, 1977 Tokyo, Japan. 213–222.
- Perzyna, P., 1963. Constitutive equations for rate-sensitive plastic materials. Quarterly of Applied Mathematics, 20, 321–331.
- Perzyna, P., 1966. Fundamental problems in viscoplasticity. Advances in Applied Mechanics, 9, 244–368.
- Perzyna, P., 1980. Modified theory of visco-plasticity application to advanced flow and instability phenomena. Archive of Mechanics (Poland) 32, 403–420.
- http://www.ejge.com/index_ejge.htm Prevost, J.H. and Popescu, R., 1996. Constitutive relations for soil materials. Electronic journal of geotechnical engineering [Online], 1. Available: [Accessed 10/9/2007].
- Roscoe, K.H. and Burland, J.B., 1968. On the generalized stress-strain behavior of wet clay. Cambridge, UK: Cambridge University Press.
- Roscoe, K.H., Schofield, A.N. and Thurairajah, A., 1963. Yielding of claysin states wetter than critical. Geotechnique, 13 (3), 211–240.
- Rowe, R.K. and Hinchberger, S.D., 1998. The significance of rate effects in the modeling the Sackville test embankment. Canadian Geotechnical Journal, 35, 500–516.
- Rowe, R.K. and Li, A.L., 2002. Behaviour of reinforced embankments on soft rate-sensitive soils. Geotechnique, 52 (1), 29–40.
- Schofield, A. and Wroth, P., 1968. Critical state soil mechanics, UK, McGraw Hill.
- Sekiguchi, H., 1977. Rheological Characteristics of Clays. Proceedings of 9th International Conference on Soil Mechanics and Foundation Engineering, 1977 Tokyo, Japan. 289–292.
- Sekiguchi, H., 1984. Theory of undrained creep rupture of normally consolidated based on elasto-viscoplasticity. Soils and Foundations, 24 (1), 129–147.
- Shibata, T., 1963. On the volume change of normally-consolidated clays. Annuals, Disaster prevention research institute, Kyoto University [ in Japanese], 6, 128–134.
- Singh, A. and Mitchell, J.K., 1968. General stress-strain-time function for soils. Journal of the Soil Mechanics and Foundation Division, ASCE, 94 (SM1), 21–46.
- Tavenas, F., 1981. Some aspects of clay behaviour and their consequences on modeling techniques. In: Laboratory shear strength of soil. Chicago, IL: American Society for Testing and Materials, 667–677.
- Valanis, K.C., 1971. A theory of viscoplasticity without a yield surface. Archives of Mechanics, 23, 517–555.
- Valanis, K.C. and Peters, J.F., 1991. An endochronic plasticity theory with shear-volumetric coupling. International Journal for Numerical and Analytical Methods in Geomechanics, 15, 77–102.
- Yin, J.-H. and Zhu, J.-G., 1999. Elastic viscoplastic consolidation modeling and interpretation of pore-water pressure responses in clay underneath Tarsiut Island. Canadian Geotechnical Journal, 36 (4), 708–717.
- Yin, J.-H. and Graham, J., 1999. Elastic viscoplastic modeling of time-dependent stress-strain behaviour of soils. Canadian Geotechnical Journal, 36 (4), 736–745.
- Yin, J.-H., Zhu, J.-G. and Graham, J., 2002. A new elastic viscoplastic model for time dependent behaviour of normally and overconsolidated clays, theory and verification. Canadian Geotechnical Journal, 39 (1), 157–173.
- Yin, J.H., 2001. A refined elastic visco-plastic model for clayey soils. Geotechnical Engineerign Journal, 32 (1), 23–31.
- Yin, J.H. and Graham, J., 1989. Viscous-elastic-plastic modeling of one-dimensional time-dependent behaviour of clays. Canadian Geotechnical Journal, 26, 199–209.
- Yin, J.H. and Graham, J., 1994. Equivalent times and one dimensional elastic visco-plastic modelling of time dependent stress-strain behaviour of clays. Canadian Geotechnical Journal, 31 (1), 42–52.
- Yu, H.-S., 2006. Plasticity and geotechnics. New York: Springer.
- Zhou, C., Yin, J.-H., Zhu, J.-G. and Cheng, C.-M., 2005. Elastic anisotropic viscoplastic modeling of the strain-rate dependent stress-strain behaviour of Ko-consolidated natural marine clays in triaxial shear tests. International Journal of Geomechanics, 5 (3), 218–232.
- Zhu, G., Yin, J.-H. and Graham, J., 2001. Consolidation modeling of soils under the test embankment at Chek Lap Kok International Airport in Hong Kong using a simplified finite element method. Canadian Geotechnical Journal, 38 (2), 349–363.