Abuel-Naga, H. 2005. Thermo-mechanical behavior of soft Bangkok clay: experimental results and constitutive modeling, Ph.D. thesis, Asian Institute of Technology, Thailand.
Alonso, E., Gens, A. and Josa, A. 1990. A constitutive model for partially saturated soils, Géotechnique, 40, (3), 405-430.
Bishop, A. W. 1959. The principle of effective stress, Teknish Ukebladk, Oslo, 859-863.
Bishop, A. W. and Blight, G. E. 1963. Some aspects of effective stress in saturated and partly saturated soils, Géotechnique, 13, (3), 177-197.
Bolzon, G., Schrefler, A. and Zienkiewicz, O. 1996. Elastoplastic soil constitutive law generalized to partially saturated states, Géotechnique, 46, (2), 279-289.
Booker, D. W. and Smith, J. R. 1989. Boundary integral analysis of transient thermoelasticity, International Journal for Numerical and Analytical Methods in Geomechanics, 13, (3), 283-302.
Bolzon, G. and Schrefler, A. 2005. Thermal effects in partially saturated soils: a constitutive model, International Journal for Numerical and Analytical Methods in Geomechanics, 29, (9), 861-877.
Britto, A. M., Savvidou, C., Maddocks, D. V., Gunn, M. J. and Booker, J. R. 1989. Numerical and centrifuge modelling of coupled heat flow and consolidation around hot cylinders buried in clay, Geotechnique, 39, (1), 13-25.
Chiu, S. L. 1996. Behaviour of normally consolidated clay at elevated temperature, Sydney, University of Sydney. Ph.D. Thesis.
Cui, Y J. and Delage, P. 1996. Yielding and plastic behaviour of an unsaturated compacted silt, Géotechnique, 46, (2), 291-311.
Cui, Y. J., Sultan, N. and Delage, P. 2000. A thermo-mechanical model for saturated clays, Canadian Geotechnical Journal, 37, (3), 607-620.
Delfan, S., Shahir, H., Hamidi, A. and Lotfi, E. 2015. Study of thermohydro-mechanical response of saturated clayey soils using two thermo-plastic constitutive models, Scientia Iranica, Transactions A: Civil Engineering, 22, (6), 1981-1993.
deVries, D. A. 1958. Simultaneous transfer of heat and moisture in porous media, Transactions, American Geophysical Union, 39, (5), 909-916.
Edlefsen, N. E. and Anderson, A. B. C. 1943. Thermodynamics of soil moisture, Hilgardia, 15, (2), 31-298.
Ewen, J. and Thomas, H. R. 1989. Heating unsaturated medium sand, Géotechnique, 39, (3), 455-470.
Fredlund, D. G. and Morgenstern, N. R. 1977. Stress state variables for unsaturated soils, Journal of the Geotechnical Engineering Division, 103, (GT5), 447-466.
Fredlund, D. G., Morgenstern, N. R. and Widger, R. A. 1978. The shear strength of unsaturated soils, Canadian Geotechnical Journal, 15, (3), 313-321.
Fredlund, D. G. and Rahardjo, H. 1993. Soil mechanics for unsaturated soils, Hoboken, John Wiley and Sons.
François, B. and Laloui, L. 2008. A constitutive model for unsaturated soils under non-isothermal conditions, International Journal for Numerical and Analytical Methods in Geomechanics, 32, (16), 1955-1988.
Gens, A. 1996. Constitutive modelling: application to compacted soils, unsaturated soils, Rotterdam, Balkema,, 1179-1200.
Graham, J., Tanaka, N., Crilly, T. and Alfaro, M. 2001. Modified cam-clay modeling of temperature effects in clays, Canadian Geotechnical Journal, 38, (3), 608-621.
Gawin, D., Baggio, P. and Schrefler, B. A. 1995. Coupled heat, water and gas flow in deformable porous media, International Journal for Numerical Methods in Fluids, 20, (8-9), 969-987.
Geraminegad, M. and Saxena, S. K. 1986. A couple thermoelastic model for saturated-unsaturated porous media, Géotechnique, 36, (4), 539-550.
Gray, W. G. and Hassanizadeh, S. M. 1991. Unsaturated flow theory including interfacial phenomena, Water Resources Research, 27, 1855-1863.
Hamidi, A. and Khazaei, C. 2010. A thermo-mechanical constitutive model for saturated clays, International Journal of Geotechnical Engineering, 4, (4), 445-459.
Hamidi, A., Tourchi, S. and Khazaei, C. 2015. Thermomechanical constitutive model for saturated clays based on critical state theory, International Journal of Geomechanics, 15, (1), 1-9.
Hong, P. Y, Pereira, J. M., Tang, A. M. and Cui, Y J. 2013. On some advanced thermo-mechanical models for saturated clays, International Journal for Numerical and Analytical Methods in Geomechanics, 37, (17), 2952-2971.
Houlsby, G. T. 1997. The work input to an unsaturated granular material, Géotechnique, 47, (1), 193-196.
Hueckel, T. and Baldi, G. 1990. Thermoplastic behavior of saturated clays: an experimental constitutive study, Journal of Geotechnical Engineering, 116, (12), 1778-1796.
Hueckel, T. and Borsetto, M. 1990. Thermo-plasticity of saturated soils and shales: constitutive equations, Journal of Geotechnical Engineering, 116, 1765-1777.
Hueckel, T., Francois, B. and Laloui, L. 2011. Temperature-dependent internal friction of clay in a cylindrical heat source problem, Géotechnique, 61, (10), 831-844.
Jennings, J. E. and Burland, J. B. 1962. Limitations to the use of effective stresses in partly saturated soils, Géotechnique, 12, (2), 125-144.
Josa, A. 1988. An elastoplastic model for partially saturated soils, Barcelona, ETSICCP (In Spanish).
Josa, A., Balmaceda, A., Alonso, E. E. and Gens, A. 1992. An elastoplastic model for partially saturated soils exhibiting a maximum of collapse, in Computational plasticity Fundamentals and Applications, (eds. D.R.J. Owen, E. Onate, and E. Hinton) 815-826, Swansea, Pineridge Press.
Khalili, N. and Khabbaz, H. 1998. A unique relationship for x for the determination of the shear strength of unsaturated soils, Géotechnique, 48, (2), 1-7.
Khalili, N. and Loret, B. 2001. An elasto-plastic model for nonisothermal analysis of flow and deformation in unsaturated media: Formulation, International Journal of Solids and Structures, 38, (46-47), 8305-8330.
Laloui, L. and Cekerevac, C. 2003. Thermo-plasticity of clays: AN isotropic yield mechanism, Computers and Geotechnics, 30, (8), 649-660.
Lingnau, B. E., Graham, J. and Tanaka, N. 1995. Isothermal loadeling of sand-bentonite mixtures at elevated temperatures, Canadian Geotechnical Journal, 32, 78-88.
Liu, E. L. and Xing, H. L. 2009. A double hardening thermo-mechanical model for overconsolidated clays, Acta Geotechnica, 4, (1), 1-6.
Loret, B. and Khalili, N. 2000. A three-phase model for unsaturated soils, International Journal for Numerical and Analytical Methods in Geomechanics, 24, (11), 893-927.
Lotfi, E., Delfan, S., Hamidi, A., Shahir, H. and Asadollahfardi, Gh 2012. A numerical approach for one dimensional thermal consolidation of clays, International Journal of Civil Engineering, 12, (1), 80-87.
Masin, D. and Khalili, N. 2011. A thermo-mechanical model for variably saturated soils basedon hypoplasticity, International Journal for Numerical and Analytical Methods in Geomechanics, 36, (12), 1461-1485.
Milly, P. C. D. 1982. Moisture and heat transport in hysteretic, inhomogeneous porous media: A matric heat-based formulation and a numerical model, Water Resources Research, 18, 489-498.
Modaressi, H. and Laloui, L. 1997. A thermo-viscoplastic constitutive model for clays, International Journal for Numerical and Analytical Methods in Geomechanics, 21, 313-335.
Pastor, M., Zienkiewicz, O. C. and Chan, A. H. C. 1990. Generalized plasticity and the modeling of soil loadeling, International Journal for Numerical and Analytical Methods in Geomechanics, 14, 151-190.
Philip, J. R. and de Vries, D. A. 1957. Moisture movement in porous materials under temperature gradient, Transactions, American Geophysical Union, 39, (2), 222-231.
Robinet, J. C., Rahbaou, A., Plas, F. and Lebon, P 1996. A constitutive thermomechanical model for saturated clays, Engineering Geology, 41, (1), 145-169.
Tanaka, N. 1995. Thermal elastic plastic behavior and modeling of saturated clays, Ph.D. thesis, Manitoba, The University of Manitoba.
Thomas, H. R. and King, S. D. 1991. Coupled temperature/capillary potential variation in unsaturated soils, Journal of Engineering Mechanics, 117, (11), 2475-2491.
Thomas, H. R. and He, Y 1995. An analysis of coupled heat, moisture and air transfer in deformable unsaturated soil, Géotechnique, 45, (4), 677-689.
Thomas, H. R. and He, Y. 1997. A coupled heat-moisture transfer theory for deformable unsaturated soil and its algorithmic implementation, International Journal for Numerical Methods in Engineering, 40, (18), 3421-3441.
Thomas, H. R. and Sansom, M. R. 1995. Fully coupled analysis of heat, moisture, and air transfer in unsaturated soil, Journal of Engineering Mechanics, 121, (3), 392-405.
Uchaipichat, A. and Khalili, N. 2009. Experimental investigation of thermohydro-mechanical behavior of an unsaturated silt, Géotechnique, 59, (4), 339-353.
Wu, W., Li, X., Charlier, R. and Collin, F. 2004. A thermo-hydro-mechanical constitutive model and its numerical loadeling forunsaturated soils, Computers and Geotechnics, 31, 155-167.
Wheeler, S. J. and Karube, D. 1996. Constitutive modelling: state of the art report, unsaturated soils, Rotterdam, Balkema, 1179-1200.
Wheeler, S. J. and Sivakumar, V. 1995. An elastoplastic critical state framework for unsaturated soil, Géotechnique, 45, (1), 35-53.
Zhou, Y., Rajapakse, R. K. N. D. and Graham, J. 1998. Coupled heat-moisture-air transfer in deformable unsaturated media, Journal of Engineering Mechanics, 124, (10), 1090-1099.
