Baldi G, Hueckel T, Peano A, Pellegrini R. Developments in modelling of thermo-hydro-geomechanical behaviour of boom clay and clay-based buffer materials, Commission of the European Communities. Nuclear Science and Technology; 1991. EUR 13365/1 and EUR 13365/2.
Cui Y.J., Nguyen X.P., Tang A.M., Li X.L. An insight into the unloading/reloading loops on the compression curve of natural stiff clays. Appl Clay Sci 2013, 83:343-348.
Horseman S, Winter M, Entwistle D. Geotechnical characterization of boom clay in relation to the disposal of radioactive waste, Final report, EUR 10987. Luxembourg: Commission of the European Communities.
Nguyen XP. Étude du comportement chimico-hydro-mécanique des argiles raides dans le contexte du stockage de déchets radioactifs, Ph.D. thesis, Université Paris-Est, France; 2013.
Dafalias Y, Herrmann L. A bounding surface soil plasticity model. In: International symposium on soils under cyclic and transient loading, Swansea, UK, vol. 1, 1980. p. 335-45.
Dafalias Y. Bounding surface plasticity. i: Mathematical foundation and hypoplasticity. J Eng Mech 1986, 112(9):966-987.
Hirai H. An elastoplastic constitutive model for cyclic behaviour of sands. Int J Numer Anal Meth Geomech 1987, 11(5):503-520.
Aboim C, Roth W. Bounding surface plasticity theory applied to cyclic loading of sand. In: International symposium on numerical models in geomechanics; 1982. p. 65-72.
Zienkiewicz O., Mroz Z. Generalized plasticity formulation and applications to geomechanics. Mech Eng Mater 1984, 655-679.
Hashiguchi K., Chen Z.-P. Elastoplastic constitutive equation of soils with the subloading surface and the rotational hardening. Int J Numer Anal Meth Geomech 1998, 22(3):197-227.
Mroz Z. On the description of anisotropic workhardening. J Mech Phys Solids 1967, 15(3):163-175.
Al Tabbaa A., Wood D.M. An experimentally based bubble model for clay. Proceedings of the 3rd international symposium on numerical models in geomechanics (NUMOG III) 1989, 90-99. Elsevier.
Wheeler S., Naatanen A., Karstunen M., Lojander M. An anisotropic elastoplastic model for soft clays. Can Geotech J 2003, 40(2):403-418.
Rouainia M., Wood D. A kinematic hardening constitutive model for natural clays with loss of structure. Géotechnique 2000, 50(2):153-164.
Baudet B., Stallebrass S. A constitutive model for structured clays. Géotechnique 2004, 54(4):269-278.
Gao Z., Zhao J., Li X.S., Dafalias Y.F. A critical state sand plasticity model accounting for fabric evolution. Int J Numer Anal Meth Geomech 2014, 38:370-390.
Mroz Z., Norris V., Zienkiewicz O. The application of an anisotropic hardening model in the analysis of elasto-plastic deformation of soils. Géotechnique 1979, 29(1):1-34.
Houlsby G., Puzrin A. Principles of hyperplasticity: an approach to plasticity theory based on thermodynamic principles 2006, Springer.
Zytynski M., Randolph M., Nova R., Wroth C. On modelling the unloading-reloading behaviour of soils. Int J Numer Anal Meth Geomech 1978, 2(1):87-93.
van Eekelen S.J., van den Berg P. The delft egg model, a constitutive model for clay. DIANA computational mechanics '94 1994, 103-116. Springer.
Smith P., Jardine R., Hight D. The yielding of bothkennar clay. Géotechnique 1992, 42(2):257-274.
Borja R., Lin C., Montáns F. Cam-clay plasticity, part iv: Implicit integration of anisotropic bounding surface model with nonlinear hyperelasticity and ellipsoidal loading function. Comput Methods Appl Mech Eng 2001, 190(26-27):3293-3323.
Yu H.S., Khong C., Wang J. A unified plasticity model for cyclic behaviour of clay and sand. Mech Res Commun 2007, 34(2):97-114.
Hu C., Liu H., Huang W. Anisotropic bounding-surface plasticity model for the cyclic shakedown and degradation of saturated clay. Comput Geotech 2012, 44:34-47.
Amorim AFL. Thermo-hydro-mechanical behaviour of two deep Belgium clay formations: Boom and Ypresisan clay, Ph.D. thesis, Universitat Politècnica de Catalunya, Spain; 2011.
Horseman ST, Winter MG, Entwistle DC Triaxial ex- periments on Boom Clay. The engineering geology of weak rock 1993, 35-44. Balkema, Rotterdam. J.C. Cripps, J.M. Coulthard, M.G. Culshaw, A. Forster, S.R. Hencher, C.F. Moon (Eds.).
Bernier F., Li X.L., Bastiaens W. Twenty-five years' geotechnical observation and testing in the tertiary boom clay formation. Géotechnique 2007, 57(2):229-237.
Delage P., Le T.T., Tang A.M., Cui Y.J., Li X.L. Suction effects in deep boom clay block samples. Géotechnique 2007, 57(1):239-244.
Hong PY. Development and explicit integration of a thermo-mechanical model for saturated clays, Ph.D. thesis, Université Paris-Est, France; 2013.
Lê T. Comportement thermo-hydro-mécanique de l'argile de boom, Ph.D. thesis, École Nationale des Ponts et Chaussées; 2008.
Deng Y.F., Tang A.M., Cui Y.J., Nguyen X.P., Li X.L., Wouters L. Laboratory hydro-mechanical characterisation of boom clay at essen and mol. Phys Chem Earth, Parts A/B/C 2011, 36(17):1878-1890.