A. Hallak-r, Etude expérimentale et numérique du renforcement du front de taille par boulonnage dans les tunnels en terrains meubles, Thèse Doc. Paris : Ecole Nationale des Ponts et Chaussées, 1999.

A. G. Serafeimidis-k, The dimensioning of tunnel face reinforcement
DOI : 10.1201/NOE0415408073.ch48

A. P. and A. Ph, Calcul des tunnels creusés au tunnelier, AFTES - Journées d'études internationales de Chambéry, pp.145-150, 1996.

A. J. Potts-d, Stability of a shallow circular tunnel in cohesionless soil

B. G. Pigorini-b, Umbrella arch method for tunnelling in difficult conditions-analysis of Italian cases, Proceedings of the Fourth Congress International Association of Engineering Geology, pp.15-27, 1982.

B. G. Barla-m, 3D numerical modelling and settlement monitoring during excavation of the Metro-Torino South extension, Proc. 7th Int. Symp. on Geotechnical Aspects of Underground Construction in Soft Ground, 2011.
DOI : 10.1201/b12748-120

B. G. Barla-m, Discussion on the Full Face Method, FELSBAU, vol.22, issue.4, pp.26-30, 2004.

B. D. , M. S. De-buhan-p, and . Couto-e, A numerical approach for design of bolt-supported tunnels regarded as homogenized structures. Tunneling and Underground Space Technology, pp.533-546, 2009.

B. E. Russo-g and . Viggiani-c, Cedimenti indotti da gallerie superficiali in ambiente urbano, Opere geotecniche in ambiente urbano, XXI Convegno Internazionale di Geotecnica, pp.487-494, 2002.

B. R. Vermeer-p, PLAXIS finite element code for soil and rock analysis, 2001.

B. F. Logarzo-a and . Miliziano-s, Prediction of the effects induced by the Metro C construction on an old masonry building, Proc. 7th Int. Symp. on Geotechnical Aspects of Underground Construction in Soft Ground, 2011.

C. M. , A. M. Heib, and . Hor-b, The ground movement simulator: An interesting facility for the study of the behavior of buildings submitted to ground subsidence, Proc. 7th Int. Symp. on Geotechnical Aspects of Underground Construction in Soft Ground, 2011.

C. W. Schmidt-b, Design and performance of excavation and tunnels in soft clay: state of the art report, In: Int. Symp. On Soft Clay, pp.980-1032, 1977.

C. W. Schmidt-b, Design and performance of excavations and tunnels in soft clay, Soft Clay Engineering, pp.569-634, 1981.

C. F. Bernaud-d and M. D. Nguyen, Contribution à la méthode convergence-confinement par le principe de similitude. Revue Française de Géotechnique, pp.5-11, 1991.

D. , D. Kastner, and R. , Modélisation numérique de l'apport du renforcement par boulonnage du front de taille des tunnels, Canadian Geotechnical Journal, vol.42, pp.1656-1674, 2005.

E. S. Dias-d and C. L. Kastner-r, Numerical modeling of a reinforcement process by umbrella arch, International Conference on Numerical Simulation of Construction Processes in Geotechnical Engineering for Urban Environment (NSC06), pp.23-24, 2006.

E. F. and Y. J. Kastner-r, Validation d'une procédure de modélisation numérique des mouvements induits par un tunnelier de très grand diamètre dans les argiles molles, XXVIe Rencontres Universitaires de Génie Civil, pp.1-8, 2008.

F. J. Vogt-n, Prediction of Tunnel-Induced Settlements in Soft Ground, Proc. 7th Int. Symp. on Geotechnical Aspects of Underground Construction in Soft Ground, 2011.

G. G. and G. A. Leonardi-a, Three-dimensional modelling of tunnel excavation and lining, Computers and Geotechnics, pp.171-183, 2004.

G. A. Bretelle-s and . Bienvenue-f, Prise en compte des présoutènements dans le dimensionnement des tunnels. Revue Française de Géotechnique, pp.3-16, 1996.

H. Y. Dias-d and . Kastner-r, Impact of constitutive models on the numerical analysis of underground constructions, Acta Geotechnica, vol.3, issue.4, pp.251-258, 2008.

H. M. Ohno-s, Effects of pipe roof supports and the excavation method on the displacements above a tunnel face. Tunnelling and Underground Space Technology, pp.120-127, 2008.

J. C. Dubois-p, R. N. Saïtta-a, and . Taylor, Tunnel face reinforcement by bolting, soil bolts homogenization strain approach, Proceedings of the International Symposium on Geotechnical Aspects of Underground Constructions in Soft Ground, pp.15-17, 1996.

J. A. Hedge-a and L. F. Yeo-c, Centrifuge modelling of tunnel face reinforcement using forepoling. Tunnelling and Underground Space Technology, pp.377-381, 2010.

K. H. Mashimo-h, Centrifuge model test of tunnel face reinforcement by bolting . Tunnelling and Underground Space Technology, pp.205-212, 2003.

K. S. Baek-s and M. H. , A study on the reinforcement effect of Umbrella Arch Method and prediction of tunnel crown and surface settlement. Underground Space Use: Analysis of the Past and Lessons for the Future ? Erdem & Solak, 2005.

L. K. and R. R. Lo-k, Subsidence owing to tunneling. I: Estimating the gap parameter, Canadian Geotechnical Journal, vol.29, pp.929-940, 1992.

. Insa-de-lyon, L. N. Tous-droits-réservés, and . G. Poulos-h, Analytical prediction for tunnelling induced ground movements in clays, J. Geotechnical and Geoenvironmental Enging. ASCE, vol.124, issue.9, pp.846-856, 1998.

L. P. , F. A. , and G. P. Papacella-a, Tunnel face reinforcement in soft ground design and controls during excavation, In: Int. Congr. Towards New Worlds in Tunnelling, vol.2, pp.897-908, 1992.

L. P. Bindi-r, The Evolution of Reinforcement of the Advance Core Using Fibre- Glass Elements, Felsbau, vol.22, issue.4, pp.8-19, 2004.

M. T. Starjakob-f, . Lutz-h, and . Sotek-m, Comparison of excavation methods ? ADECO RS versus NATM. FELSBAU, pp.38-46, 2004.

M. M. and C. M. Giani-g, Comparison of analytical method, 3D finite element model with experimental subsidence measurements resulting from extension of the Milan underground, Computers and Geotechnics, vol.36, pp.113-124, 2009.

M. S. Vermeer-p, Prediction of settlements and structural forces in linings due to tunnelling, Fifth International Symposium on Geotechnical Aspects of Underground Construction in Soft Ground, pp.141-149, 2005.
DOI : 10.1201/NOE0415391245.ch85

M. D. Nguyen and . Guo-c, Sur un principe d'interaction massif-soutènement des tunnels en avancement stationnaire, Proceedings Eurock 93, 1993.

O. and R. M. New-b, Settlements above tunnels in the United Kingdom ? their magnitudes and prediction. Tunnelling '82, pp.173-181, 1982.

O. C. Sagaseta-c, Prediction of settlements due to underground openings, In: Int. Symp. On Numerical Models in Geomechanics, pp.653-659, 1982.

P. M. Guenot-a, Analysis of convergence behind the face of a tunnel, In : Int. Symp. Tunneling, vol.82, 1982.

P. D. , O. P. , and P. S. Poma-a, Study of the influence of sub-horizontal fiberglass pipes on the stability of a tunnel face, Proc. Conf. North American Tunnelling 96, 1996.

P. A. Grassi-f and . Devin-p, Finite difference analysis of displacement measurements for optimizing tunnel construction in swelling soils, Geomechanics , 4th International Symposium, pp.225-236, 1995.

P. D. Zdravkovi? and L. , Finite element analysis in geotechnical engineering: Application, 2001.

R. R. Lo, K. Y. Kack, and G. J. , A method of estimating surface settlement above tunnels constructed in soft ground, Canadian Geotechnical Journal, vol.20, issue.1, pp.11-22, 1983.

S. T. Vermeer-p and . G. Bonnier-p, Formulation and verification of the Hardening-Soil Model, Computational Geotechnics Balkema, pp.281-290, 1999.

S. J. Magnan-j, Analyse et prévision des tassements de surface pendant le creusement du tunnel nord de la traverse souterraine de Toulon, Bulletin des laboratoires des Ponts et Chaussées, pp.5-36, 2002.

S. K. Choi-y and L. Y. Kwon-o, Model testing for pipe-reinforced tunnel heading in a granular soil. Tunnelling and Underground Space Technology, pp.241-250, 2008.

S. K. Cho-g, S. Y. , and L. I. , Optimization of a pre-improvement support system for large underground excavation. Tunnelling and Underground Space Technology, pp.374-374, 2006.

S. T. Ma?ín-d, 3D simulations of a NATM tunnel in stiff clays with soil parameters optimised using monitoring data from exploratory adit, Proc. 7th Int. Symp. on Geotechnical Aspects of Underground Construction in Soft Ground, 2011.

S. T. Ma?ín-d, Convergence-confinement method for simulating NATM tunnels evaluated by comparison with full 3D simulations, Proc. International Conference Underground Construction, pp.795-801, 2010.

V. G. Button-e and . Schubert-w, A Contribution to the Design of Tunnels Supported by a Pipe Roof, Proc. 41st U.S. Rock Mechanics Symp., American Rock Mech. Assoc, pp.17-21, 2006.

V. G. Button-e, . Schubert-w, and N. Bilgin, Pipe Umbrella Support Systems and Installation Methods, Proceedings of the 2nd Symposium on Underground Excavations for Transportation, pp.395-402, 2007.

W. H. and J. J. Kang-h, Analytical approach and field monitoring for mechanical behaviors of pipe roof reinforcement, J. Cent. South Univ. Technol, vol.16, pp.827-834, 2009.

W. H. Trompille-v and . Dias-d, Extrusion analysis of a bolt-reinforced tunnel face with finite ground-bolt bond strength, Can. Geotech. J, vol.41, pp.326-341, 2004.

W. H. Larue-e, Modelling of bolting support in tunnels taking account of nonsimultaneous yielding of bolts and ground. In: The Geotechnics of Hard Soils ? Soft Rocks The Netherlands, Proceedings of the 2nd International Symposium, pp.12-14, 1998.

W. H. Subrin-d and . Dias-d, Extrusion movements of a tunnel head reinforced by finite length bolts ? a closed-form solution using homogenization approach, International Journal of Numerical and Analytical Methods in Geomechanics, vol.24, issue.6, pp.533-565, 2000.