A simplified 3D model for tunnel construction using tunnel boring machines

Tunnelling and Underground Space Technology - Tập 23 - Trang 38-45 - 2008
H. Mroueh1, I. Shahrour1
1Laboratoire de Mécanique de Lille (UMR 8107), Université des Sciences et Technologies de Lille, F-59655 Villeneuve d’Ascq, France

Tài liệu tham khảo

AFTES, 1999. Settlements induced by tunnelling. Recommendations of the working group 16, chairman LEBLAIS, Y., with the collaboration of Andre, D.C., Chapeau, P. Dubois, J.P. Gigan, J. Guillaume, E. Leca, A. Pantet, G. Riondy, Special issue of “Tunnels et Ouvrages souterrains” available online www.aftes.asso.fr. 1st issue published in 1995, in French: Tunnels et Ouvrages Souterrains, vol. 132, pp. 373–395. Attewell, 1977, Ground movements caused by tunnelling in soil Cheng , L.T., Dasari, G.R., Leung, C.F. Chow, Y.K., 2002. A novel FE technique to predict tunnelling induced ground movements in clays. In: Queck, S.T., Ho, D.W.S. (Eds.), Proceedings of the 15th KKCNN Symposium on Civil Engineering. Dias, 2000, Three-dimensional simulation of slurry shield tunnelling, 351 Galli, 2004, Three-dimensional modelling of tunnel excavation and lining, Comput. Geotech., 31, 171, 10.1016/j.compgeo.2004.02.003 Herrenknecht, 1998, New developments in large-diameter tunnel design manufacture and utilisation for world-wide projects Kurihara, 1998, Current mechanized shield tunnelling methods in Japan Kuwahara, S., 1999. Mechanized and automated tunnelling in Japan. In: Proceedings of the International Symposium on Ground Challenges and Expectations in Tunnelling Projects, Cairo, Egypt, pp. 81–91. Moraes Jr., A.H., 1999. Three-dimensional numerical simulation of tunnels excavated with NATM. Msc thesis, University of Brazilia, Brazil (in Portugese). Mroueh, 1999, Use of sparse iterative methods for the resolution of three-dimensional soil/structure interaction problems, 23 O’Reilly, 1982, Settlements above tunnels in the United Kingdom – their magnitude and prediction Oteo, C.S., Sagaseta, C., 1982. Prediction of settlements due to underground openings. In: Int. Symp. on Numerical Methods in Geomechanics, Zurich, 13–17 September, pp. 653–659. Panet, 1982, Analysis of convergence behind the face of a tunnel Pantet, A. 1991. Creusement des galeries à faible profondeur à l’aide d’un tunnelier à pression de boue. Mesures in situ et étude théorique du champ de déplacement, Ph.D. thesis, INSA, Lyon. Peck, R.B., 1969. Deep excavations and tunnelling in soft ground. In: Proc. 7th Int. Conf. on Soil Mechanics and Foundation Engineering, Mexico City, State-of-the-Art volume, pp. 225–290. Sagaseta, C., 1987. Evaluation of surface movements above tunnels: A new approach. Colloque Interactions sols-structures, Paris, ENPC press, 445–452. Shahrour, 1992, PECPLAS: A finite element package for the resolution of geotechnical problems Van der Vorst, 1992, Bi-CGSTAB: a fast and smoothing converging variant of bi-CG for the solution of non-symmetric linear systems, SIAM J. Sci. Statist. Comput., 13, 631, 10.1137/0913035 Ward, W.H., Pender, M.J., 1981. Tunnelling in soft ground – General report. In: 10th Int. Conf. on Soil Mechanics and Foundation Engineering, vol. 4, Stockholm, pp. 261–275.