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                Graham, J., Tanaka, N., Crilly, T., Alfaro, M., 2001. Modified Cam-Clay modelling of temperature
                   effects in clays. Can. Geotech. J. 38 (3), 608 621.
                Hoek, E., Brown, E.T., 1980. Underground Excavations in Rock. CRC Press.
                Hong, P.Y., Pereira, J.M., Tang, A.M., Cui, Y.J., 2013. On some advanced thermo-mechanical models
                   for saturated clays. Int. J. Numer. Anal. Methods Geomech. 37 (17), 2952 2971.
                Hooke, R., 1678. De Potentia Restitutiva. Printed for J. Martyn, London.
                Hueckel, T., Baldi, G., 1990. Thermoplasticity of saturated clays—experimental constitutive study.
                   J. Geotech. Eng. ASCE 116 (12), 1778 1796.
                Hueckel, T., Borsetto, M., 1990. Thermoplasticity of saturated soils and shales—constitutive-equations.
                   J. Geotech. Eng. ASCE 116 (12), 1765 1777.
                Huotari, T., Kukkonen, I., 2004. Thermal expansion properties of rocks: literature survey and estimation
                   of thermal expansion coefficient for Olkiluoto mica gneiss. Posiva Oy, Olkiluoto, Working Report
                   4, p. 62.
                Iwan, W.D., 1967. On a class of models for the yielding behavior of continuous and composite systems.
                   J. Appl. Mech. 34 (3), 612 617.
                Jaeger, J.C., Cook, N.G., Zimmerman, R., 2009. Fundamentals of Rock Mechanics. John Wiley & Sons.
                Karush, W., 1939. Minima of Functions of Several Variables With Inequalities as Side Constraints (M.Sc.
                   dissertation), Department of Mathematics, University of Chicago.
                Koiter, W.T., 1953. Stress strain relations, uniqueness and variational theorems for elastic plastic materi-
                   als with a singular yield surface. Q. Appl. Math. 11 (3), 350 354.
                Krieg, R., 1975. A practical two surface plasticity theory. J. Appl. Mech. 42 (3), 641 646.
                Kuhn, H., Tucker, A., 1951. Nonlinear programming. In: Neyman, J. (Ed.), Second Berkeley
                   Symposium on Mathematical Statistics and Probability. University of California Press, Berkeley, CA.
                Lade, P.V., Duncan, J.M., 1975. Elastoplastic stress strain theory for cohesionless soil. J. Geotech.
                   Geoenviron. Eng. 101, 1037.
                Laloui, L., 1993. Modélisation du comportement thermo-hydro-mécanique des milieux poreux
                   anélastique (Ph.D. thesis), Ecole Centrale de Paris.
                Laloui, L., Cekerevac, C., 2008. Non-isothermal plasticity model for cyclic behaviour of soils. Int. J.
                   Numer. Anal. Methods Geomech. 32 (5), 437 460.
                Laloui, L., François, B., 2009. ACMEG-T: soil thermoplasticity model. J. Eng. Mech. 135 (9), 932 944.
                Laloui, L., Moreni, M., Vulliet, L., 2003. Comportement d’un pieu bi-fonction, fondation et échangeur
                   de chaleur. Can. Geotech. J. 40 (2), 388 402.
                Lamé, G., Clapeyron, B., 1831. Mémoire sur l’équilibre intérieur des corps solides homogènes. Journal
                   für die reine und angewandte Mathematik 7, 145 169.
                Lancellotta, R., 2008. Geotechnical Engineering. CRC Press.
                Lévy, M., 1870. Mémoire sur les équations générales des mouvements intérieurs des corps solides ductiles
                   au delà des limites où l’élasticité pourrait les ramener à leur premier état. Comptes Rendus Acad. Sci.
                   70, 1323 1325.
                Li, T., Meissner, H., 2002. Two-surface plasticity model for cyclic undrained behavior of clays.
                   J. Geotech. Geoenviron. Eng. 128 (7), 613 626.
                Matsuoka, H., 1982. A new failure criterion for soils in three dimensional stresses. In: IUTAM Conference
                   on Deformation and Failure of Granular Materials, Delft, The Netherlands, 1982, pp. 253 263.
                Matsuoka, H., Nakai, T., 1974, Stress-deformation and strength characteristics of soil under three differ-
                   ent principal stresses. In: Proceedings of the Japan Society of Civil Engineers, vol. 1974. Japan
                   Society of Civil Engineers, pp. 59 70.
                McKinstry, H.A., 1965. Thermal expansion of clay minerals. Am. Mineral. 50 (1 2), 212 222.
                Melan, E., 1938. Zur plastizität des räumlichen kontinuums. Ing. Arch. 9 (2), 116 126.
                Modaressi, H., Laloui, L., 1997. A thermo-viscoplastic constitutive model for clays. Int. J. Numer. Anal.
                   Methods Geomech. 21 (5), 313 335.
                Mrˇ oz, Z., 1967. On the description of anisotropic workhardening. J. Mech. Phys. Solids 15 (3),
                   163 175.
                Mrˇ oz, Z., Norris, V., Zienkiewicz, O., 1978. An anisotropic hardening model for soils and its application
                   to cyclic loading. Int. J. Numer. Anal. Methods Geomech. 2 (3), 203 221.
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