Aifantis EC (1984) On the microstructural origin of certain inelastic models. J Eng Mater Technol (ASME) 106:326-330
Barnichon JD (1998) Finite element modelling in structural and petroleum geology. PhD thesis, Université de Liège
Barnichon JD, Volckaert G (2003) Observations and predictions of hydromechanical coupling effects in the Boom Clay, Mol Underground Research Laboratory, Belgium. Hydrogeol J 2003(11):193-202
Bastiaens W, Bernier F, Li XL (2006) An overview of long-term HM measurements around HADES URF. EUROCK 2006 multiphysics coupling and long term behaviour in rock mechanics, pp 15-26
Bazant ZP, Belytschko TB, Chang TP (1984) Continuum model for strain softening. J Eng Mech (ASCE) 110:1666-1692
Bernier F, Li XL, Bastiaens W (2007) Twenty-five years' geotechnical observation and testing in the Tertiary Boom clay formation. Géotechnique 57(2):229-237
Blümling P, Bernier F, Lebon P, Martin D (2007) The excavation damaged zone in clay formations: time-dependent behaviour and influence on performance assessment. Phys Chem Earth 32:588-599
Chambon R, Caillerie D, El Hassan N (1998) One-dimensional localization studied with a second grade model. European J Mech-A/Solids 17:637-656
Chambon R, Caillerie D, Matsushima T (2001) Plastic continuum with microstructure, local second gradient theories for geomaterials: localization studies. Int J Solids Struct 38:8503-8527
Chapman NA, McKinley IG (1987) The geological disposal of nuclear waste. Wiley
Charlier R (1987) Approche unifiée de quelques problèmes non linéaires de mécanique des milieux continus par la méthode des éléments finis. PhD Thesis, Université de Liège
Charlier R, Radu JP, Collin F (2001) Numerical modelling of coupled transient phenomena. Revue Française de Génie Civil 5(6):719-741
Chen GJ, Sillen X, Verstricht J, Li XL (2011) ATLAS III in situ heating test in boom clay: field data, observation and interpretation. Comput Geotech 38(5):683-696
Collin F (2003) Couplages thermo-hydro-mécaniques dans les sols et les roches tendres partiellement saturés. PhD thesis, Université de Liège
Collin F, Li XL, Radu JP, Charlier R (2002) Thermo-hydromechanical coupling in clay barriers. Eng Geol 64:179-193
Collin F, Chambon R, Charlier R (2006) A finite element method for poro mechanical modelling of geotechnical problems using local second gradient models. Int J Numer Method Eng 65:1749-1772
Cosserat E, Cosserat F (1909) Théorie des corps déformables. A Hermann et Fils, Paris
Davies C, Bernier F (2005) Impact of the excavation disturbed or damaged zone (EDZ) on the performance of radioactive waste geological repositories.In: Proceedings of the European Commission Cluster. Conference and Workshop, Luxembourg
de Borst R, Muhlhaus H (1992) Gradient dependant plasticity: formulation and algorithmic aspects. Int J Numer Meth Eng 35:521-539
Desrues J, Viggiani G (2004) Strain localization in sand: an overview of the experimental results obtained in Grenoble using stereophotogrammetry. Int J Num Anal Meth Geomech 28(4):279-321
Dizier A (2011) Caractérisation des effets de températures dans la zone endommagée autour de tunnel de stockage de déchets nucléaires dans des roches argileuses. PhD thesis, Université de Liège, Belgium
Drucker DC, Prager W (1952) Solid mechanics and plastic analysis for limit design. Q Appl Math 10(2):157-165
Duveau G, Shao JF, Henry JP (1998) Assessment of some failure criteria for strongly anisotropic geomaterials. Mech cohesivefrictional mater 3:1-26
Ehlers W, Volk W (1998) On theoretical and numerical methods in the theory of porous media based on polar and non-polar elastoplastic solid materials. Int J Solids Struct 35:4597-4617
François B, Laloui L, Laurent C (2009) Thermo-hydro-mechanical simulation of ATLAS in situ large scale test in Boom Clay. Comput Geotech 36:626-640
François B, Collin F, Dizier A, Charlier R (2011) Development of an extended Drucker-Prager hardening model for cross-anisotropy of soft rocks. 2nd International symposium on computational geomechanics (ComGeo II), Cavtat-Dubrovnik, Croatia, pp 142-152
Gens A, Olivella S (2001) Clay barrier in radioactive waste disposal. Revue Française de Génie Civil 5(6):845-856
Germain P (1973a) La méthode des puissances virtuelles en mécanique des milieux continus: première partie: théorie du second gradient. Journal de Mécanique 12(2):235-274
Germain P (1973b) The method of virtual power in continuum mechanics part 2: microstructure. SIAM J Appl Math 25(3):556-575
Graham J, Houlsby GT (1982) Anisotropic elasticity of a natural clay. Géotechnique 33(2):165-180
Labiouse V, Vietor T (2013) Laboratory and in situ simulation tests of the Excavation Damaged Zone around galleries in Opalinus Clay. Rock Mechanics and Rock Engineering. This issue
Labiouse V, Sauthier C, You S (2013) Hollow cylinder simulation experiments of galleries in Boom Clay formation. Rock Mechanics and Rock Engineering. This issue
Laloui L, François B, Nuth M, Peron H, Koliji A (2008) A thermohydro-mechanical stress-strain framework for modelling the performance of clay barriers in deep geological repositories for radioactive waste. 1st European Conf. on Unsaturated Soils, Durham, United Kingdom: 63-80
Lekhnitskii SG (1977) Theory of elasticity of an anisotropic elastic body, 2nd edn. MIR Publishers, Moscow
Matsushima T, Chambon R, Caillerie D (2002) Large strain finite element analysis of a local second gradient model : application to localization. Int J Numer Meth Eng 54(4):499-521
Mindlin R (1965) Second gradient of strain and surface-tension in linear elasticity. Int J Solids Struct 1:417-438
Mindlin RD, Eshel NN (1968) On first strain gradient theories in linear elasticity. Int J Solids Struct 4:109-124
Muhlhaus H, Vardoulakis I (1987) The thickness of shear bands in granular materials. Géotechnique 37:271-283
Papamichos E, van den Hoek P (1995) Size dependency of Castlegate and Berea sandstone hollow-cylinder strength on the basis of bifurcation theory, In: proceedings 35th US Symp. Rock Mechanics 1995:301-306
Papanastasiou P, Vardoulakis I (1989) Bifurcation analysis of deep boreholes: II. Scale effect. Int J Num Anal Meth Geomech 13(2):183-198
TIMODAZ (2010) Timodaz Report-Deliverable D5-THM characterisation and input for simulations. Editor: P. Delage, Commission of the European Communities
Tsang CF, Bernier F, Davies C (2005) Geohydromechanical processes in the excavation damaged zone in crystalline rock, rock salt, and indurated and plastic clays in the context of radioactive waste disposal. Int J Rock Mech Min Sci 42(1):109-125
Vardoulakis I, Sulem J (1995) Bifurcation analysis in geomechanics. Blackie Academic and Professional, London
Zervos A, Papanastasiou P, Vardoulakis I (2001) Modelling of localisation and scale effect in thick-walled cylinders with gradient elastoplasticity. Int J Solids Structures 38:5081-5095
Zervos A, Papanastasiou P, Vardoulakis I (2008) Shear localisation in thick-walled cylinders under internal pressure based on Gradient Elastoplasticity. J Theor App Mech 38:81-100