Accès gratuit
Numéro |
Rev. Fr. Geotech.
Numéro 150, 2017
|
|
---|---|---|
Numéro d'article | 3 | |
Nombre de pages | 13 | |
DOI | https://doi.org/10.1051/geotech/2017006 | |
Publié en ligne | 7 juin 2017 |
- Arsitaghes P, Autuori P. 2001. Calculs des tunnels au tunnelier. Rev Fr Geotech 97: 31–40. [Google Scholar]
- Attewell PB. 1977. Ground movements caused by tunnelling in soil. In: Conference on Large Ground Movements and Structures, Cardiff (United Kingdom), pp. 812–984. [Google Scholar]
- Clough W, Schmidt B. 1981. Design and performance of excavations and tunnels in soft clay. In: Soft Clay Engineering. Amsterdam: Elsevier Scientific, pp. 569–634. [Google Scholar]
- Clough GW, Shirasuna T, Finno RJ. 1985. Finite element analysis of advanced shield tunneling. In: 5th Int Conf Numer Methods Geomech, Nagoya (Japan), pp. 1167–1174. [Google Scholar]
- Dano C. 2014. Étude du creusement de tunnels au tunnelier dans les Argiles Plastiques de la région parisienne. Thèse professionnelle MASTER AFTES. [Google Scholar]
- Demay B. 2016. Calcul des tunnels au tunnelier sans taux de déconfinement : est-ce possible, voire souhaitable ? In : Journées Nationales de Géotechnique et de Géologie de l'Ingénieur, Nancy (France). [Google Scholar]
- Dias D. 2011. Convergence–confinement approach for designing tunnel face reinforcement by horizontal bolting. Tunn Undergr Sp Tech 26: 517–523. [CrossRef] [Google Scholar]
- Dias D, Kastner R. 2012. Movements caused by the excavation of tunnels using face pressurized shields − Analysis of monitoring and numerical modeling results. Eng Geol 152: 17–25. [Google Scholar]
- Do NA, Dias D, Oreste P, Djeran-Maigre I. 2013. Three-dimensional numerical simulation for mechanized tunnelling in soft ground: the influence of the joint pattern. Acta Geotech 9: 673–694. [Google Scholar]
- Eclaircy-Caudron S, Dias D, Chantron L, Kastner R. 2006. Numerical modeling of a reinforcement process by umbrella arch. In: International Conference on Numerical Simulation of Construction Processes in Geotechnical Engineering for Urban Environment (NSC06), Bochum (Germany). [Google Scholar]
- Guilloux A. 2016. Les projets d'ouvrages géotechniques : apports de l'observation et de la modélisation. Rev Fr Geotech 146: 1–9. [CrossRef] [EDP Sciences] [Google Scholar]
- Hejazi Y, Dias D, Kastner R. 2008. Impact of constitutive models on the numerical analysis of underground constructions. Acta Geotech 3: 251–258. [CrossRef] [Google Scholar]
- Janin JP. 2012. Tunnels en milieu urbain : prévisions des tassements avec prise en compte des effets de pré-soutènements (renforcement du front de taille et voûte-parapluie). Thèse Doctorat, INSA de Lyon (France). [Google Scholar]
- Janin JP, Dias D, Kastner R, Emeriault F, Le Bissonnais H, Guilloux A. 2011. Settlement monitoring and tunneling process adaptation − case of South Toulon Tunnel. In: International Symposium on Geotechnical Aspects of Underground Construction in Soft Ground, Rome (Italy). [Google Scholar]
- Janin JP, Martin A, Gastebled O. 2014. 2D and 3D numerical analysis for the design of a TBM dismantling cavern to be excavated under sensitive buildings for Paris metro line extension. In: NUMGE 2014, Delft (Netherlands). [Google Scholar]
- Janin JP, Dias D, Emeriault F, Kastner R, Le Bissonnais H, Guilloux A. 2015. Numerical back-analysis of the southern Toulon tunnel measurements: a comparison of 3D and 2D approaches. Eng Geol 195: 42–52. [CrossRef] [Google Scholar]
- Janin JP, Renier P, Bergère A, Le Bissonnais H. 2016. Influence of EPB-TBM heading confinement pressure on surface settlements: comparison between 3D FE numerical predictions and in situ measurements. In: The World Tunnel Congress WTC, San Francisco (USA). [Google Scholar]
- Kastner R, Ollier C, Guibert G. 1996. In situ monitoring of the Lyons metro D line extension. Geotechnical Aspects of Underground construction in Soft Ground. London: Balkema, 701–716 [Google Scholar]
- Lunardi P. 2008. Design and construction of tunnels − Analysis of controlled deformation in rocks and soils (ADECO-RS). Berlin (Germany): Springer. [Google Scholar]
- Mair RJ, Taylor RN. 1997. Bored tunnelling in the urban environment. In: Proceeding of the 14th International Conference on Soil Mechanics and Foundation Engineering. Rotterdam: Balkema. [Google Scholar]
- Möller SC. 2006. Tunnel induced settlements and structural forces in lining. PhD Thesis, Univ Stuttgart, Inst f Geotechnik (Germany). [Google Scholar]
- Möller SC, Vermeer PA. 2008. On numerical simulation of tunnel installation. Tunn Undergr Spa Tech 23: 461–475. [Google Scholar]
- Mollon G, Dias D, Soubra A. 2013. Probabilistic analyses of tunneling induced ground movements. Acta Geotech 8: 181–199. [CrossRef] [Google Scholar]
- O'Reilly MP, New BM. 1982. Settlements above tunnels in the United Kingdom − their magnitudes and prediction. In: Tunnelling '82. London (England): IMM, pp. 173–181. [Google Scholar]
- Panet M. 1995. Le calcul des tunnels par la méthode convergence–confinement. Paris : Presse de l'École nationale des Ponts et Chaussées. [Google Scholar]
- Peck RB. 1969. Deep excavations and tunnelling in soft ground. In: Proceeding of the 7th International Conference on Soil Mechanism Foundation Engineering, Mexico, Vol. 3, pp. 255–290. [Google Scholar]
- Rankin WI. 1988. Ground movements resulting from urban tunneling: predictions and effects. In: Proc Conf Engineering Geol Underground Movements, Nottingham (England), pp. 79–92. [Google Scholar]
- Schmidt B. 1969. Settlements and ground movements associated with tunnelling in soil. Thèse Doctorat, University of Illinois (USA). [Google Scholar]
- Serratrice JF, Magnan JP. 2002. Analyse et prévision des tassements de surface pendant le creusement du tunnel nord de la traverse souterraine de Toulon. BLPC 237: 5–36. [Google Scholar]
- Volkmann GM, Button EA, Schubert W. 2006. A contribution to the design of tunnels supported by a pipe roof. In: Proc 41st U.S. Rock Mechanics Symp, American Rock Mech Assoc, Golden, Colorado. [Google Scholar]
Les statistiques affichées correspondent au cumul d'une part des vues des résumés de l'article et d'autre part des vues et téléchargements de l'article plein-texte (PDF, Full-HTML, ePub... selon les formats disponibles) sur la platefome Vision4Press.
Les statistiques sont disponibles avec un délai de 48 à 96 heures et sont mises à jour quotidiennement en semaine.
Le chargement des statistiques peut être long.