G. Anagnostou, A model for swelling rock in tunnelling, Rock Mechanics and Rock Engineering, vol.64, issue.5, pp.307-331, 1993.
DOI : 10.1007/BF01027115

G. Anagnostou, Seepage flow around tunnels in swelling rock, International Journal for Numerical and Analytical Methods in Geomechanics, vol.15, issue.10, pp.705-724, 1995.
DOI : 10.1002/nag.1610191004

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

C. Augarde, H. Burd, and G. T. Houlsby, 1995 A three-dimensional finite element model of tunnelling, Num. Models in Geomech, pp.457-462

L. Nouvelle-méthode, Implicite pour le dimensionnement des tunnels, pp.63-69

D. Bernaud, P. De-buhan, and S. Maghous, Numerical simulation of the convergence of a bolt-supported tunnel through a homogenization method, International Journal for Numerical and Analytical Methods in Geomechanics, vol.2, issue.4, pp.267-288, 1995.
DOI : 10.1002/nag.1610190404

D. Bernaud, P. S-de-buhan, and S. Maghous, Finite element calculations of a homogenized bolt-supported tunnel, Proc. Int. Cong. "Computational Plasticity : fundamentals and applications, pp.1773-1784, 1995.

I. D. Bradford and J. M. Cook, A semi-analytic elastoplastic model for wellbore stability with applications to sanding, Rock Mechanics in Petroleum Engineering, 1994.
DOI : 10.2118/28070-MS

D. Y. Chan and B. D. Hughes, Tensile stresses around boreholes due to transient fluid flow, International Journal for Numerical and Analytical Methods in Geomechanics, vol.10, issue.9, pp.659-667
DOI : 10.1002/nag.1610170905

O. Coussy, A general theorv of thermoporoelastoplasticity for saturated porous materials, Transport in Porous Media, pp.281-293, 1989.

O. Coussy, Mechanics of porous continua, 1995.

B. Davis and B. Martin, Numerical inversion of the laplace transform: a survey and comparison of methods, Journal of Computational Physics, vol.33, issue.1, pp.1-32, 1979.
DOI : 10.1016/0021-9991(79)90025-1

C. Desai and G. C. Li, A residual flow procedure and application for free surface flow in porous media, Advances in Water Resources, vol.6, issue.1, pp.27-35, 1983.
DOI : 10.1016/0309-1708(83)90076-3

. Int, Rock at Great Depth, pp.1103-1114

N. N. Fotiyeva, A. S. Sammal, and N. S. Chetyrkin, influence of soil creep on stresses state of the underground structures being built with strenghtening of the surrounding massif, Proc. Int. Conf. on Rheology and Soil Mech., Coventry, pp.248-260, 1988.

E. Hoek and E. T. Brown, Empirical strength criterion for rock masses, J. of the Geotech. Engng. Div, vol.106, pp.9-1013, 1980.

P. K. Kaiser, 1981 A new concept to evaluate tunnel performance : influence of excavation procedure, Proc. 22nd US Symp. on Rock Mech., MIT, pp.284-291

. Concepts-erronés-de-la, nouvelle méthode autrichienne" de construction de tunnels, pp.3-14

. Symp, Hard Soils -Soft Rocks, Athènes, vol.1, pp.1527-1534

. Cong, Large Underground Openings, pp.659-666

X. Nie and Q. Zhang, A system of monitoring and dimensioning tunnel support, Rock Mechanics and Rock Engineering, vol.14, issue.1, pp.23-36
DOI : 10.1007/BF01025954

J. F. Shao, 1995 A finite element solution for thermo-hydro-mechanical coupling taking into account heat convection, Num. Models in Geomech, pp.263-268

H. Stehfest, Algorithm 368: Numerical inversion of Laplace transforms [D5], Communications of the ACM, vol.13, issue.1, pp.47-49, 1970.
DOI : 10.1145/361953.361969

S. Tacherifet, M. Al-mukhtar, and J. C. Robinet, Numerical modelling of a tunnel excavated in expensive deep clay soil, Num. Models in Geomech, pp.477-482, 1995.

M. Taik and J. M. Serrano, A tunnel project under the straits of Gibraltar. Tunnelling and Underground Space Technology, pp.319-323, 1991.

D. Van-dillen, R. W. Fellner, and B. Dendrou, 1979 A two dimensional finite element technique for modelling rock-structure interaction of a lined underground opening, pp.251-258

P. Yii-wen and H. Zeng-lin, 1994 A model of the time-dependent interaction between rock and shotcrete support in a tunnel

. La-contrainte-critique-de-chargement, au delà de laquelle une zone plastique, entourant le tunnel, apparaît) est notée a ic et a la même expression que celle correspondant à la réponse transitoire (relation (A6.14))

\. and !. @bullet-@bullet.-;-¡-"-i-'->-!-'!, inuuaeiieu beiw I.VII t'A'.' sirue lares a. ¡jid¡ ham-'..; i. , diiiemnt Ivhaviuni . ¡he h-ek m,e^ with dk ea'aik mi one hand and ilk dime.: o;< ah-? "í i L-ei : i ; 11 u j ! Ik tilTu. ? Ic'i't 'Meiil mRee-V.iimh appeal' ill a ! ? i. k ?IM'-S am |'!'l !K Ipa ! í \ dm; m R-a [ilk Ilullk-'ÍKI W ill! ¡1 e,)ii hi-c

. In-ti-ir, see-and [va mv¡ !hts k> ~e ! ,¡!i^:;. ???--^ su.id\ dm ed'lueik r ..;r madm -hee-, > ; \ m

^. , T. Lj-^1-r-tan, and >. Nía-,-,-\-símpala-d-memo, 4 : ! dink ii-.i'">n!i¡e luunels e\t a\ alod m v.k h media o developed Ws'aiv ',l¡>k me he, dM me, hanu ai OMu.'k'l .-!'????-: : . ,i " , '?atmaíe.í peaiee ;p-nl;a ha\ ¡ue a ¡u.>n>-ekm a oí pom eí.i.-ai -opal, 'vh.r. ¡e m \ : lundiiîieîi'siotKi! analxîRal m,a' ie-mads riii,-iiilaaeike ol die meeh.uueaí inaiiie ra-'eax m.' file hedianhe Ivaindan .. omhüom; .it the mmei '.'.all. oda ait ne ad a.iiP'!..t¡Kii¡s o' ¡he íi.aauhont pro are---al a :'ÍR¡Í raie, am -. an led on! ¡o'-an u\R\ lametiie di ) peo i mar, 11 -? eiaeenieía 1 on

. Lhe, 111 plan--a hipüasR' n tv di.; a 'ill mou: ¡.an Ke\ w 1 a Js_ IVo' UIMüi.1. mm depeaUeía afiRs i ? -¡aha ! K H v -aatiaaled pea;;, Í:,.1JU:N. i ¡full Hi Ik'I. s ma phi lad methods, namei ma! s'iu!\. aiiaK heal >tudv RESUME LVuuic de l'équilibre ii long lemic du tunnel revêtu súpole un intérêt important. D'un point tiv ve.-iiu-xai'üuic, il s

. Dans-la-, Cv onde paitie du memoire, on étudie l'influence de l'histoire du chargement (\iiessi tic cicnsomenl et msiani de pose du soutènement) sur l'équilibre d'un tunnel soutenu creuse dans un massil monophasique à comportement \ iscoplastique. l.'ne méthode