A. Tabbaa and A. , Permeability and stress-strain response of speswhite kaolin, 1987.

P. Alfonsi, M. Gasc-barbier, and D. Virely, Modélisation numérique de la rupture d'une fondation sur versant rocheux : influence du modèle et des paramètres utilisés pour la fracturation, ELU-ULS -Symposium international sur les états limites ultimes des ouvrages géotechniques, pp.175-182, 2006.

G. Anagnostou, The influence of tunnel excavation on the hydraulic head, International Journal for Numerical and Analytical Methods in Geomechanics, vol.12, issue.10, pp.725-746, 1995.
DOI : 10.1002/nag.1610191005

S. Aversa and A. Evangelista, The Mechanical Behaviour of a Pyroclastic Rock: Yield Strength and "Destructuration" Effects, Rock Mechanics and Rock Engineering, vol.31, issue.1, pp.25-42, 1998.
DOI : 10.1007/s006030050007

Ö. Aydan, T. Akagi, and T. Kawamoto, The squeezing potential of rocks around tunnels; Theory and prediction, Rock Mechanics and Rock Engineering, vol.13, issue.6, pp.137-163, 1993.
DOI : 10.1007/BF01023620

G. Baldi, T. Hueckel, A. Peano, and R. Pellegrini, Developments in modelling of thermo-hydro-geomechanical behaviour of Boom Clay and clay-based buffer materials, p.134, 1991.

J. P. Bardet, Hypoplastic Model for Sands, Journal of Engineering Mechanics, vol.116, issue.9, pp.1973-1994, 1990.
DOI : 10.1061/(ASCE)0733-9399(1990)116:9(1973)

J. Barnichon, Contribution of the bounding surface plasticity to the simulation of gallery excavation in plastic clays, Engineering Geology, vol.64, issue.2-3, pp.217-231, 2002.
DOI : 10.1016/S0013-7952(01)00111-9

J. Barnichon and G. Volckaert, Hydro-mechanical coupling in the Boom clay (Mol URL, Belgium): recent in situ observations, predictions and perspectives". International Workshop on Geomechanics: HM and THM behaviour of deep argillaceous rocks: Theory and Experiments, 2000.

P. Bartek and B. Stempfel, Les travaux dans une géologie difficile de la galerie de Finges (Suisse), Tunnels et ouvrages souterrains, issue.170, pp.73-78, 2002.

N. Barton, R. Lien, and J. Lunde, Engineering classification of rock masses for the design of tunnel support, Rock Mechanics Felsmechanik M???canique des Roches, vol.1, issue.1, pp.189-236, 1974.
DOI : 10.1007/BF01239496

I. Benamar, Etudes des effets différés dans les tunnels profonds, Thèse de doctorat, p.205, 1996.

D. Bernaud, I. Benamar, and G. Rousset, La "nouvelle méthode implicite" pour le calcul des tunnels dans les milieux élastoplastiques et viscoplastiques, 1994.

F. Bernier, X. Li, and W. Bastiaens, Twenty-five years' geotechnical observation and testing in the Tertiary Boom Clay formation, G??otechnique, vol.57, issue.2, pp.229-237, 2007.
DOI : 10.1680/geot.2007.57.2.229

Z. T. Bieniawski, Engineering Classification of Jointed Rock Masses, Transactions South African Institution of Civil Engineers, vol.15, issue.12, pp.335-344, 1973.

Z. T. Bieniawski, Engineering Rock Mass Classifications. J. Wiley and sons, 1989.

M. A. Biot, General Theory of Three???Dimensional Consolidation, Journal of Applied Physics, vol.12, issue.2, pp.155-164, 1941.
DOI : 10.1063/1.1712886

URL : https://hal.archives-ouvertes.fr/hal-01368635

A. Bobet, Characteristic Curves for Deep Circular Tunnels in Poroplastic Rock, Rock Mechanics and Rock Engineering, vol.122, issue.9, pp.185-200, 2010.
DOI : 10.1007/s00603-009-0063-z

J. Botte, P. Mean, and J. Tournery, Galerie d'amenée de l'aménagement Cleuson- Dixence -Traitement des accidents géologiques, Tunnels et ouvrages souterrains, issue.138, pp.329-338, 1996.

E. Bourgeois, Tridimensional finite element analysis of settlements induced by tunnelling: the case of the mechanical precutting technique, Numerical Methods in Geotechnical Engineering, pp.561-566, 2002.

E. Bourgeois, S. Coquillay, and P. Mestat, Exemples d'utilisation d'un modèle élastoplastique avec élasticité non linéaire pour la modélisation d'ouvrages géotechniques, Bulletin des Laboratoires des Ponts et Chaussées, pp.67-84, 2005.

E. Bourgeois, D. Garnier, and J. Semblat, A 3D homogenized model for the analysis of bolt-reinforced tunnel faces, Numerical Methods in Geotechnical Engineering, pp.573-578, 2002.

E. T. Brown, J. W. Bray, B. Ladanyi, and E. Hoek, Ground Response Curves for Rock Tunnels, Journal of Geotechnical Engineering, vol.109, issue.1, pp.15-39, 1983.
DOI : 10.1061/(ASCE)0733-9410(1983)109:1(15)

E. T. Brown, J. W. Bray, and F. J. Santarelli, Influence of stress-dependent elastic moduli on stresses and strains around axisymmetric boreholes, Rock Mechanics and Rock Engineering, vol.23, issue.no. 6, pp.189-203, 1989.
DOI : 10.1007/BF01470986

C. Carranza-torres, Elasto-plastic solution of tunnel problems using the generalized form of the hoek???brown failure criterion, Proceedings of the ISRM SINOROCK 2004 Symposium China, pp.480-481, 2004.
DOI : 10.1016/j.ijrmms.2003.12.014

C. Carranza-torres and C. Fairhust, The elasto-plastic response of underground excavations in rock masses that satisfy the Hoek???Brown failure criterion, International Journal of Rock Mechanics and Mining Sciences, vol.36, issue.6, pp.777-809, 1999.
DOI : 10.1016/S0148-9062(99)00047-9

C. Carranza-torres and J. Zhao, Analytical and numerical study of the effect of water pressure on the mechanical response of cylindrical lined tunnels in elastic and elasto-plastic porous media, International Journal of Rock Mechanics and Mining Sciences, vol.46, issue.3, pp.531-547, 2009.
DOI : 10.1016/j.ijrmms.2008.09.009

J. P. Carter and J. R. Booker, Elastic consolidation around a deep circular tunnel, International Journal of Solids and Structures, vol.18, issue.12, pp.1059-1074, 1982.
DOI : 10.1016/0020-7683(82)90093-2

T. B. Celestino, Shotcrete And Waterproofing For Operational Tunnels, AITES - ITA Workshop on Waterproofing, 2005.

R. J. Chandler, The Effect of Weathering on the Shear Strength Properties of Keuper Marl, G??otechnique, vol.19, issue.3, pp.321-324, 1969.
DOI : 10.1680/geot.1969.19.3.321

J. C. Chern, F. Y. Shiao, and C. W. Yu, An empirical safety criterion for tunnel construction, Regional Symposium on Sedimentary Rock Engineering, pp.222-227, 1998.

C. R. Clayton and J. Serratrice, Les propriétés mécaniques et le comportement des sols indurés et des roches tendres. Rapport général de la session 2, Geotechnical Engineering of Hard Soils -Soft Rocks, pp.1839-1877, 1993.

C. Coll, Endommagement des roches argileuses et perméabilité induite au voisinage d'ouvrages souterrains, Thèse de doctorat, p.257, 2005.

F. Corbetta, Nouvelles méthodes d'étude des tunnels profonds, Calculs analytiques et numériques., Ecole Nationale, 1990.

F. Corbetta, D. Bernaud, and D. Minh, Contribution à la méthode convergence-confinement par le principe de similitude, Revue Française de Géotechnique, issue.54, pp.5-11, 1991.

R. M. Corless, G. H. Gonnet, D. E. Hare, D. J. Jeffrey, and D. E. Knuth, On the LambertW function, Advances in Computational Mathematics, vol.1, issue.6, pp.329-359, 1996.
DOI : 10.1007/BF02124750

P. A. Cundall, A computer model for simulating progressive, large scale movements of blocky rock systems, Symposium of the International Society of Rock Mechanics, 1971.

D. Boer, R. , L. Shiffman, and R. E. Gibson, The origins of the theory of consolidation: the Terzaghi???Fillunger dispute, G??otechnique, vol.46, issue.2, pp.175-186, 1996.
DOI : 10.1680/geot.1996.46.2.175

J. Delfaud, D. Cussey, A. Lavenu, J. Neurdin, P. Pailhe et al., Modélisation d'un système de piémont -Des reliefs pyrénéens aux bassins molassiques gascons du, 1997.

F. Descoeudres and E. Detournay, Géomécanique -Notes de cours -Chap. 4. Lausanne, EPFL, 12Elastoplastic Model of a Deep Tunnel for a Rock with Variable Dilatancy, Rock Mechanics and Rock Engineering, vol.19, pp.99-108, 1986.

E. Detournay and A. H. Cheng, Poroelastic response of a borehole in a non-hydrostatic stress field, International Journal of Rock Mechanics and Mining Sciences & Geomechanics Abstracts, vol.25, issue.3, pp.171-182, 1988.
DOI : 10.1016/0148-9062(88)92299-1

L. Dobereiner, M. H. De, and . Freitas, Geotechnical properties of weak sandstones, G??otechnique, vol.36, issue.1, pp.79-94, 1986.
DOI : 10.1680/geot.1986.36.1.79

L. Dormieux, D. Kondo, and F. Ulm, Microporomechanics, p.328, 2006.
DOI : 10.1002/0470032006

P. Duffaut, J. Durville, and J. Piguet, Chapitre 12 : La mécanique des roches pour l'ingénieur. Manuel de mécanique des roches -Tome 2 : les applications, Comité Français de Mécanique des Roches), p.459, 2003.

P. Duffaut, J. Durville, and J. Piguet, Chapitre 13 : Reconnaissance et auscultation des massifs rocheux. Manuel de mécanique des roches -Tome 2 : les applications, Comité Français de Mécanique des Roches), p.459, 2003.

J. M. Duncan and C. Chang, Nonlinear analysis of stress and strain in soils, Proc. ASCE, pp.1629-1653, 1970.

G. M. Elliott and E. T. Brown, Yield of a soft, high porosity rock, G??otechnique, vol.35, issue.4, pp.413-423, 1985.
DOI : 10.1680/geot.1985.35.4.413

S. Escoffier, Caractérisation expérimentale du comportement hydromécanique des argilites de Meuse/Haute-Marne, Thèse de doctorat, 2002.

M. Fahey, Shear modulus of cohesionless soil: variation with stress and strain level, Canadian Geotechnical Journal, vol.29, issue.1, pp.157-161, 1992.
DOI : 10.1139/t92-017

M. Fahey and J. P. Carter, A finite element study of the pressuremeter test in sand using a nonlinear elastic plastic model, Canadian Geotechnical Journal, vol.30, issue.2, pp.348-362, 1993.
DOI : 10.1139/t93-029

R. Fenner, Undersuchungen zur Erkenntnis des Gebirgsdruckes, Gluckhauf, vol.74, pp.681-695, 1938.

D. G. Fredlund and H. Rahardjo, Chap.8 : Pore Pressure Parameters. Soil Mechanics for Unsaturated Soils, pp.178-184, 1993.

R. Gärber, Design of deep galleries in low permeable saturated porous media. Département de Génie Civil, p.213, 2003.

B. Gatmiri and P. Magnin, Minimum time step criterion in FE analysis of unsaturated consolidation, model U-DAM, Numerical Methods in Geotechnical Engineering, pp.43-50, 1994.

A. Gens and R. Nova, Conceptual bases for a constitutive model for bonded soils and weak rocks, Geotechnical Engineering of Hard Soils -Soft Rocks, pp.485-494, 1993.

A. H. Ghazvinian, A. Fathi, and Z. A. Moradian, Failure behavior of marlstone under triaxial compression, International Journal of Rock Mechanics and Mining Sciences, vol.45, issue.5, pp.807-814, 2008.
DOI : 10.1016/j.ijrmms.2007.09.006

A. Giraud, Couplages Thermo-Hydro-Mécaniques dans les Milieux Poreux Peu Perméables : Application aux Argiles Profondes, Thèse de doctorat, p.269, 1993.

A. Giraud, F. Homand, and V. Labiouse, Explicit solutions for the instantaneous undrained contraction of hollow cylinders and spheres in porous elastoplastic medium, International Journal for Numerical and Analytical Methods in Geomechanics, vol.24, issue.3, pp.231-258, 2002.
DOI : 10.1002/nag.199

A. A. Griffith, Theory of rupture, First International Congress on Applied Mechanics, pp.55-63, 1924.

A. Guilloux, R. Cojean, M. Dore, D. Fabre, M. Ghoyrechi et al., Note sur la définition des, Sols Indurés Roches Tendres, issue.111, pp.59-66, 2005.

J. Habimana, Caractérisation géomécanique de roches cataclastiques rencontrées dans des ouvrages souterrains alpins. Département de Génie Civil, Thèse de doctorat, p.228, 1999.

J. Habimana, V. Labiouse, and F. Descoeudres, Geomechanical characterisation of cataclastic rocks: experience from the Cleuson???Dixence project, International Journal of Rock Mechanics and Mining Sciences, vol.39, issue.6, pp.677-693, 2002.
DOI : 10.1016/S1365-1609(02)00042-4

B. O. Hardin, The nature of stress-strain behaviour of soils, ASCE Geotechnical Engineering Division Specialty Conference, pp.3-90, 1978.

B. O. Hardin and V. P. Drnevich, Shear modulus and damping in soils: design equations and curves, ASCE Journal of the Soil Mechanics and Foundations Division, vol.98, issue.SM7, pp.667-692, 1972.

E. Hoek, Rock fracture under static stress conditions -Report MEG383, 1965.

E. Hoek, Strength of rock and rock masses, ISRM News Journal, vol.2, issue.2, pp.4-16, 1994.
DOI : 10.1201/b16978-9

E. Hoek, Reliability of Hoek-Brown estimates of rock mass properties and their impact on design, International Journal of Rock Mechanics and Mining Sciences, vol.35, issue.1, pp.63-68, 1998.
DOI : 10.1016/S0148-9062(97)00314-8

E. Hoek, Big Tunnels in Bad Rock, Journal of Geotechnical and Geoenvironmental Engineering, vol.127, issue.9, pp.726-740, 2001.
DOI : 10.1061/(ASCE)1090-0241(2001)127:9(726)

E. Hoek, Practical Rock Engineering, Rocscience, 2007.

E. Hoek and E. T. Brown, Chapter 8 : Underground excavation support design. Underground excavations in rock, Institution of Mining and Metallurgy, pp.244-269, 1980.

E. Hoek and E. T. Brown, Empirical Strength Criterion for Rock Masses, ASCE Journal of the Geotechnical Engineering Division, vol.106, issue.GT9, pp.1013-1035, 1980.

E. Hoek and E. T. Brown, Practical estimates of rock mass strength, International Journal of Rock Mechanics and Mining Sciences, vol.34, issue.8, pp.1165-1186, 1997.
DOI : 10.1016/S1365-1609(97)80069-X

E. Hoek, C. Carranza-torres, and B. Corkum, Hoek-Brown failure criterion -2002 edition, pp.267-273, 2002.

E. Hoek, P. K. Kaiser, and W. F. Bawden, Support of underground excavations in hard rock, p.215, 1995.
DOI : 10.1201/b16978

E. Hoek and P. Marinos, A brief history of the development of the Hoek-Brown failure criterion, Soils and rocks, 2007.

E. Hoek, P. G. Marinos, and V. P. Marinos, Characterisation and engineering properties of tectonically undisturbed but lithologically varied sedimentary rock masses, International Journal of Rock Mechanics and Mining Sciences, vol.42, issue.2, pp.277-285, 2005.
DOI : 10.1016/j.ijrmms.2004.09.015

K. Hoshino, Geological evolution from the soil to the rock: Mechanism of lithification and change in mechanical properties, Geotechnical Engineering of Hard Soils -Soft Rocks, pp.131-138, 1993.

J. Huder and G. Amberg, Quellung in Mergel, Opalinuston und Anhydrit, Schweizerische Bauzeitung, issue.43, pp.975-980, 1970.

P. J. Huergo, Les constructions souterraines -Eléments de conception et de calcul, pp.101-172, 2000.

C. G. Itasca, UDEC v. 3.1 -Universal Distinct Element Code -User's Guide, 2000.

N. Janbu, Soil Compressibility as Determined by Oedometer and Triaxial Tests, European Conference on Soil Mechanics & Foundations Engineering, pp.19-25, 1963.

R. Jimenez, A. Serrano, and C. Olalla, Linearization of the Hoek and Brown rock failure criterion for tunnelling in elasto-plastic rock masses, International Journal of Rock Mechanics and Mining Sciences, vol.45, issue.7, pp.1153-1163, 2008.
DOI : 10.1016/j.ijrmms.2007.12.003

I. W. Johnston, Comparison of Two Strength Criteria for Intact Rock, Journal of Geotechnical Engineering, vol.111, issue.12, pp.1449-1454, 1985.
DOI : 10.1061/(ASCE)0733-9410(1985)111:12(1449)

I. W. Johnston, Strength of Intact Geomechanical Materials, Journal of Geotechnical Engineering, vol.111, issue.6, pp.730-749, 1985.
DOI : 10.1061/(ASCE)0733-9410(1985)111:6(730)

I. W. Johnston, Soft Rock Engineering, Comprehensive Rock Engineering, vol.1, pp.367-393, 1993.

I. W. Johnston and E. A. Novello, Soft rocks in the geotechnical spectrum, Geotechnical Engineering of Hard Soils -Soft Rocks, pp.177-183, 1993.

S. Kahraman and M. Alber, Triaxial strength of a fault breccia of weak rocks in a strong matrix, Bulletin of Engineering Geology and the Environment, vol.37, issue.4, pp.435-441, 2008.
DOI : 10.1007/s10064-008-0152-3

M. Kavvadas and A. Amorosi, A constitutive model for structured soils, G??otechnique, vol.50, issue.3, pp.263-273, 2000.
DOI : 10.1680/geot.2000.50.3.263

M. Kavvadas, A. Anagnostopoulos, and N. Kalteziotis, A framework for the mechanical behaviour of the cemented Corinth marl, Geotechnical Engineering of Hard Soils -Soft Rocks, pp.577-583, 1993.

M. Kharchafi and F. Descoeudres, Comportement différé des roches marneuses encaissant les tunnels, Colloque Craies et Schistes GBMR, pp.58-67, 1995.

S. Kielbassa and H. Duddeck, Stress-strain fields at the tunnelling face?Three-dimensional analysis for two-dimensional technical approach, Rock Mechanics and Rock Engineering, vol.11, issue.3, pp.115-132, 1991.
DOI : 10.1007/BF01042857

R. L. Kondner, Hyperbolic Stress-Strain Response: Cohesive Soils, ASCE Journal of the Soil Mechanics and Foundations Division, vol.89, issue.SM1, pp.115-143, 1963.

K. Kovari and J. Staus, Basic considerations on tunnelling in squeezing ground, Rock Mechanics and Rock Engineering, vol.4, issue.4, pp.203-210, 1996.
DOI : 10.1007/BF01042533

F. H. Kulhawy, Stress deformation properties of rock and rock discontinuities, Engineering Geology, vol.9, issue.4, pp.327-350, 1975.
DOI : 10.1016/0013-7952(75)90014-9

V. Labiouse, Predictions of hydro-mechanical disturbances around tunnels based on different constitutive models, 7th International Symposium on Numerical Models in Geomechanics (NUMOG VII), pp.391-396, 1999.

V. Labiouse and F. Bernier, Influence of pore water compressibility on the short and long term stability of nuclear waste disposal galleries in clay, Geomechanics, vol.96, pp.253-258, 1997.

V. Labiouse and A. Giraud, Analytical solutions for the undrained response of a poro-elasto-plastic medium around a cylindrical opening, Biot Conference on Poromechanics, pp.439-444, 1998.

P. V. Lade and R. Boer, The concept of effective stress for soil, concrete and rock, G??otechnique, vol.47, issue.1, pp.61-78, 1997.
DOI : 10.1680/geot.1997.47.1.61

M. G. Lamé, Leçons sur la théorie mathématique de l'élasticité des corps solides, 1866.

V. Lamoureux-var, Modélisation de la compaction dans les bassins sédimentaires - Approche mécanique, Thèse de doctorat, p.243, 1997.

P. H. Larcher, Histoire d'Hérodote (traduit du grec), p.566, 1855.

Y. L. Lee, N. Arafati, E. Leca, J. Magnan, P. Mestat et al., Comportement et modélisation des marnes de Las Planas, Geotechnical Engineering of Hard Soils -Soft Rocks, pp.1479-1486, 1993.

S. Leroueil and P. R. Vaughan, The general and congruent effects of structure in natural soils and weak rocks, G??otechnique, vol.40, issue.3, pp.467-488, 1990.
DOI : 10.1680/geot.1990.40.3.467

X. Li, The hydromechanical behaviour of the host rock during excavation of the connecting gallery. Euridice news n°2, pp.18-23, 2003.

A. Lionço and A. Assis, Behaviour of deep shafts in rock considering nonlinear elastic models, Tunnelling and Underground Space Technology, vol.15, issue.4, pp.445-451, 2000.
DOI : 10.1016/S0886-7798(01)00013-X

P. Londe, ??? by Roberto Ucar (March, 1986, Vol. 112, No. 3), Journal of Geotechnical Engineering, vol.114, issue.3, pp.374-376, 1988.
DOI : 10.1061/(ASCE)0733-9410(1988)114:3(374)

J. Magnan, L'organisation du travail en géotechnique : développement, normalisation et artisanat, Revue Française de Géotechnique, issue.99, pp.73-80, 2002.

J. Magnan, Le rôle de l'expérience dans la pratique de la géotechnique, Revue Française de Géotechnique, issue.112, pp.59-66, 2005.

P. Marinos and E. Hoek, GSI : a geologically friendly tool for rock mass strength estimation, 2000.

P. Marinos and E. Hoek, Estimating the geotechnical properties of heterogeneous rock masses such as flysch, Bulletin of Engineering Geology and the Environment, vol.60, issue.2, pp.85-92, 2001.
DOI : 10.1007/s100640000090

A. Marsland, The shear strength of stiff fissured clays". Stress-Strain Behaviour of Soils -Roscoe Memorial Symposium, pp.59-68, 1971.

F. Martin, Apport des lois d'endommagement continues pour la conception des ouvrages souterrains et la hiérarchisation des comportements rocheux, Thèse de doctorat, p.127, 2007.

P. J. Mclellan and Y. Wang, Predicting the effects or pore pressure penetration on the extent of wellbore stability: Application of a versatile poro-elastoplastic model, Eurock'94, pp.205-214, 1994.

P. Mestat, Maillages d'éléments finis pour les ouvrages de géotechnique -Conseils et recommandations, Bulletin des Laboratoires des Ponts et Chaussées, issue.212, pp.39-64, 1997.

P. Mestat and P. Humbert, Référentiel de tests pour la vérification de la programmation des lois de comportement dans les logiciels d'éléments finis, Bulletin des Laboratoires des Ponts et Chaussées, issue.230, pp.23-38, 2001.

P. Mestat, P. Humbert, and A. Dubouchet, Recommandations pour la vérification des modèles d'éléments finis en géotechnique, Bulletin des Laboratoires des Ponts et Chaussées, issue.229, pp.33-51, 2000.

N. Minh, D. , and C. Guo, A ground -support interaction principle for constant rate advancing tunnels, Eurock'93, 2nd Eurock Conference, 1993.

N. Minh, D. , C. Guo, D. Bernaud, and G. Rousset, New approaches to Convergence Confinement Method for analysis of deep supported tunnels, ISRM International Congress on Rock Mechanics, pp.883-887, 1995.

M. Panet, Le calcul des tunnels par la méthode convergence-confinement, 1995.

C. I. Papantonopoulos and D. K. Amatzidis, A failure criterion for natural and artificial soft rocks, Geotechnical Engineering of Hard Soils -Soft Rocks, pp.729-735, 1993.

D. N. Petley, Failure envelopes of mudrocks at high confining pressures. Muds and Mudstones: Physical and Fluid Flow Properties, pp.61-71, 1999.

A. Pouya and M. Ghoreychi, Homogénéisation numérique de la résistance mécanique des massifs fracturés, Revue Française de Géotechnique, issue.94, pp.49-57, 2001.

R. Risnes, R. Bratli, and P. Harsrud, Sand Stresses Around a Wellbore, Society of Petroleum Engineers Journal, vol.22, issue.06, pp.883-898, 1982.
DOI : 10.2118/9650-PA

F. Rojat, Quelques propriétés mécaniques des matériaux d'Arbus -Rapport intermédiaire pour l'opération 11P061, p.47, 2008.

F. Rojat, V. Labiouse, P. K. Kaiser, and F. Descoeudres, Brittle Rock Failure in the Steg Lateral Adit of the L??tschberg Base Tunnel, Rock Mechanics and Rock Engineering, vol.40, issue.1, pp.341-359, 2009.
DOI : 10.1007/s00603-008-0015-z

E. Rosenblueth, Two-point estimates in probabilities, Applied Mathematical Modelling, vol.5, issue.5, pp.329-335, 1981.
DOI : 10.1016/S0307-904X(81)80054-6

G. Russo, Some Considerations on the Applicability of Major Geomechanical Classifications to Weak and Complex Rocks in Tunnelling, GEAM XXXI, pp.63-70, 1994.

G. Russo, G. Scotti, and J. Habimana, On the use of direct and indirect methods in defining geomechanical properties of weak and complex rock masses -Application: Borzoli Cavern, The Geotechnics of Hard Soils -Soft Rocks (2nd International Conference), 1998.

J. Salençon, De l'élasto-plasticité au calcul à la rupture, Presses internationales Polytechnique, 2002.

F. Schnaid and F. M. Mantaras, Cavity expansion in cemented materials: structure degradation effects, G??otechnique, vol.53, issue.9, pp.797-807, 2003.
DOI : 10.1680/geot.2003.53.9.797

G. Schneebeli, Hydraulique souterraine, 1966.

J. Serratrice, Outils et procédures de caractérisation des sols indurés et des roches tendres : l'expérience du LRPC d'Aix-en-Provence, pp.313-326, 2002.

J. Serratrice, RN134 -Tunnel d'Arbus -Essais de laboratoire -Rapport et annexes A1 à A4, p.70, 2006.

J. Serratrice and B. Soyez, Les essais de gonflement, Bulletin des Laboratoires des Ponts et Chaussées, issue.204, pp.65-85, 1996.

S. K. Sharan, Elastic???brittle???plastic analysis of circular openings in Hoek???Brown media, International Journal of Rock Mechanics and Mining Sciences, vol.40, issue.6, pp.817-824, 2003.
DOI : 10.1016/S1365-1609(03)00040-6

S. K. Sharan, Exact and approximate solutions for displacements around circular openings in elastic???brittle???plastic Hoek???Brown rock, International Journal of Rock Mechanics and Mining Sciences, vol.42, issue.4, pp.542-549, 2005.
DOI : 10.1016/j.ijrmms.2005.03.019

S. K. Sharan, Analytical solutions for stresses and displacements around a circular opening in a generalized Hoek???Brown rock, International Journal of Rock Mechanics and Mining Sciences, vol.45, issue.1, pp.78-85, 2008.
DOI : 10.1016/j.ijrmms.2007.03.002

J. H. Shin, D. M. Potts, and L. Zdravkovic, Discussion: Three-dimensional modelling of NATM tunnelling in decomposed granite soil, G??otechnique, vol.53, issue.7, pp.685-687, 2002.
DOI : 10.1680/geot.2003.53.7.685

A. I. Sofianos and P. P. Nomikos, Equivalent Mohr???Coulomb and generalized Hoek???Brown strength parameters for supported axisymmetric tunnels in plastic or brittle rock, International Journal of Rock Mechanics and Mining Sciences, vol.43, issue.5, pp.683-704, 2006.
DOI : 10.1016/j.ijrmms.2005.11.006

W. Steiner, Tunnelling in squeezing rocks: Case histories, Rock Mechanics and Rock Engineering, vol.30, issue.2, 3, 4, 5, pp.211-246, 1996.
DOI : 10.1007/BF01042534

J. Sulem, Analytical methods for the study of tunnel deformation during excavation, 5th ciclo di conferenze di Meccanica e Ingegneria delle Rocce Politecnico di, 1994.

K. R. Terzaghi, T. L. Proctor, and . White, Rock defects and loads in tunnel supports Rock tunneling with steel supports The Commercial Shearing and Stamping Company, pp.17-99, 1946.

J. Triclot, M. Rettighieri, and G. Barla, Situation des importantes convergences rencontrées dans la descenderie de Saint-Martin-La-Porte du projet de base du Lyon Turin, Tunnels et ouvrages souterrains, issue.204, pp.409-413, 2007.

R. Ulusay, J. A. Hudson, and E. , The complete ISRM suggested methods for rock characterization, testing and monitoring : 1974-2006, ISRM Turkish National Group, p.628, 2007.

H. H. Vaziri and P. M. Byrne, Analysis of stress, flow and stability around deep wells, G??otechnique, vol.40, issue.1, pp.63-77, 1990.
DOI : 10.1680/geot.1990.40.1.63

P. A. Vermeer and A. Verruijt, An accuracy condition for consolidation by finite elements, International Journal for Numerical and Analytical Methods in Geomechanics, vol.1, issue.1, pp.1-14, 1981.
DOI : 10.1002/nag.1610050103

D. Virely, La démarche adoptée dans les projets de mécanique des roches, 2003.

N. Vlachopoulos and M. S. Diederichs, Improved Longitudinal Displacement Profiles for Convergence Confinement Analysis of Deep Tunnels, Rock Mechanics and Rock Engineering, vol.18, issue.3, pp.131-146, 2009.
DOI : 10.1007/s00603-009-0176-4

Y. Wang, Ground Response of Circular Tunnel in Poorly Consolidated Rock, Journal of Geotechnical Engineering, vol.122, issue.9, pp.703-708, 1996.
DOI : 10.1061/(ASCE)0733-9410(1996)122:9(703)

Y. Wang and M. B. Dusseault, Response of a circular opening in a friable low-permeability medium to temperature and pore pressure changes, International Journal for Numerical and Analytical Methods in Geomechanics, vol.II, issue.3, pp.157-179, 1995.
DOI : 10.1002/nag.1610190302

O. C. Zienkiewicz, La méthode des éléments finis, 1979.