Accès gratuit
| Numéro |
Rev. Fr. Geotech.
Numéro 155, 2018
|
|
|---|---|---|
| Numéro d'article | 3 | |
| Nombre de pages | 27 | |
| DOI | https://doi.org/10.1051/geotech/2018005 | |
| Publié en ligne | 20 novembre 2018 | |
- AFTES. 1976. Réflexions sur les méthodes usuelles de calcul du revêtement des souterrains. Tunnels et Ouvrages Souterrains, mars/avril, pp. 139–164. [Google Scholar]
- AFTES. 1980. Réflexions sur les méthodes usuelles de calcul du revêtement des souterrains, mai/juin, pp. 153–187. [Google Scholar]
- AFTES. 1998. Recommandations pour la conception, le dimensionnement et l’exécution des revêtements en voussoirs préfabriqués en béton armé installés à l’arrière d’un tunnelier. Tunnels et Ouvrages Souterrains, mai/juin, pp. 153–187. [Google Scholar]
- AFTES. 2002. Recommandations sur la boue de forage à usage des boucliers à pression de boue. Tunnels et Ouvrages Souterrains, novembre/décembre, pp. 465–467. [Google Scholar]
- AFTES. 2013. Recommandation : Nomenclature simplifiée des tunneliers. Tunnels et Ouvrages Souterrains, mai/juin, pp. 141–161. [Google Scholar]
- Anagnostou G. 2012. The contribution of horizontal arching to tunnel face stability. Geotechnik 35(1): 34–44. [CrossRef] [Google Scholar]
- Anagnostou G, Kovári K. 1994. The face stability of slurry shield-driven tunnels. Tunn Undergr Space Technol 9(2): 165–174. [CrossRef] [Google Scholar]
- Anagnostou G, Kovári K. 1996. Face stability in slurry and EPB shield tunneling. Geotechnical aspects of underground construction in soft ground. Rotterdam: Balkema, pp. 453–458. [Google Scholar]
- Anagnostou G, Perazzelli P. 2013. The stability of a tunnel face with a free span and a non-uniform support. Geotechnik 36(1): 40–50. [CrossRef] [Google Scholar]
- Anagnostou G, Serafeimidis K. 2007. The dimensioning of tunnel face reinforcement. In: Barták J, Hrdina I, Romancov G, Zlámal J, eds. Underground Space – the 4th Dimension of Metropolises. ITA World Tunnel Congress, Prague, pp. 291–296. [Google Scholar]
- Aristaghes P, Autuori P. 2001. Calcul des tunnels au tunnelier. Rev Fr Géotech 97: 31–40 [Google Scholar]
- Atkinson JH, Potts DM. 1977. Stability of a shallow circular tunnel in cohesionless soil. Géotechnique 27(2): 203–215. [CrossRef] [Google Scholar]
- Bezuijen A, Talmon AM. 2008. Processes around a TBM. In: Geotechnical Aspects of Underground Construction in Soft Ground - 6th International Symposium, Shanghai, China. [Google Scholar]
- Broere W. 2001. Tunnel face stability and new CPT applications. PhD thesis, Delft University of Technology. [Google Scholar]
- Broms BB, Bennermark H. 1967. Stability of clay at vertical openings. J Soil Mech Found Div Am Soc Civ Eng 93(SM1): 71–94. [Google Scholar]
- Caquot A, Kerisel J. 1966. Traité de mécanique des sols, 4e édition. Paris : Gauthier-Villars. [Google Scholar]
- Carranza-Torres C. 2004. Computation of factor of Safety for Shallow Tunnels using Caquot’s Lower Bound Solution. Minneapolis: Itasca Consulting Group. [Google Scholar]
- Carranza-Torres C, Reich T, Saftner D. 2013. Stability of shallow circular tunnels in soils using analytical and numerical models. In: Proceedings of the 61st Minnesota Annual Geotechnical Engineering Conference. University of Minnesota, St. Paul Campus. February 22, 2013. [Google Scholar]
- Chambon P, Corté JF. 1989. Stabilité du front de taille d’un tunnel faiblement enterré : modélisation en centrifugeuse. Colloque international Tunnels et Microtunnels en terrain meuble : du chantier à la théorie, Paris, pp. 307–315. [Google Scholar]
- Davis EH, Gunn MJ, Mair RJ, Seneviratne HN. 1980. The stability of shallow tunnels and underground openings in cohesive material. Géotechnique 30(4): 397–416. [CrossRef] [Google Scholar]
- Eurocode 7. 2005. NF EN 1997-1, Calcul géotechnique, Partie 1 : Règles générales. AFNOR. [Google Scholar]
- GEO report No. 249. 2009. Ground control for slurry TBM tunnelling. Hong Kong: Geotechnical Engineering Office, 57 p. [Google Scholar]
- GEO report No. 298. 2014. Ground control for EPB TBM tunnelling. Hong Kong: Geotechnical Engineering Office, 82 p. [Google Scholar]
- Gugliemetti V, Grasso P, Mahtab A, Xu S. 2008. Mechanized tunneling in urban areas. London: Taylor & Francis. [Google Scholar]
- Gunn MJ. 1980. Limit analysis of undrained stability problems using a very small computer. Proc., Symp. on Computer Applications to Geotechnical Problems in Highway Engineering, Cambridge Univ., Cambridge, UK, pp. 5–30. [Google Scholar]
- Handy LH. 1985. The Arch in Soil Arching. J Geotech Eng 111(3): 302–318. [Google Scholar]
- Horn M. 1961. Horizontaler Erddruck auf senkrechte Abschlussflächen von Tunneln. In: Landeskonferenz der ungarischen Tiefbauindustrie (Deutsche Überarbeitung durch STUVA, Düsseldorf). [Google Scholar]
- ITA/AITES/DAUB. 2016. Recommandations for face support pressure Calculations for shield tunnelling in soft ground, p. 64. [Google Scholar]
- Jaeger JC, Cook NGW, Zimmerman RW. 2007. Fundamentals of rock mechanics. 4th edition. Oxford: Blackwell publishing Ltd. [Google Scholar]
- Jaky J. 1944. The coefficient of earth pressure at rest. J Soc Hungarian Arch Eng: 355–358. [Google Scholar]
- Jancsecz S, Steiner W. 1994. Face support for large mix-shield in heterogeneous ground conditions. London: Tunneling, p. 94. [Google Scholar]
- Janssen HA. 1895. Versuche über Getreidedruck. In: Silozellen. Zeitschrift des Vereines Deutscher Ingenieure, p. 1045. [Google Scholar]
- Kimura T, Mair RJ. 1981. Centrifugal testing of model tunnels in soft clay. Proc. Xth Int. Conf. SMFE, Stockholm. Vol. 2. [Google Scholar]
- Leca E. 2007. Settlements induced by tunneling in soft ground. Tunn Undergr Space Technol 22: 119–149. [Google Scholar]
- Leca E, Dormieux L. 1990. Upper and lower bound solutions for the face stability of shallow circular tunnels in frictional material. Géotechnique 40(4): 581–606. [CrossRef] [Google Scholar]
- Leca E, Panet M. 1988. Application du calcul à la rupture à la stabilité du front de taille d’un tunnel. Rev Fr Géotech 43: 5–19. [CrossRef] [Google Scholar]
- Maidl B, Herrenknecht M, Maidl U, Wehrmeyer G. 2012. Mechanised Shield Tunnelling. Berlin: Ernst & Sohn, A Wiley Company. [Google Scholar]
- Messerli J, Pimentel E, Anagnostou G. 2010. Experimental study into tunnel face collapse in sand. In: 7th International Conference on Physical Modelling in Geotechnics, Zurich, Switzerland. [Google Scholar]
- Mollon G, Dias D, Soubra A-H. 2010. Face stability analysis of circular tunnels driven by a pressurized shield. J Geotech Geoenviron Eng (ASCE) 136(1): 215–229. [Google Scholar]
- Panet M. 1995. Le calcul des tunnels par la méthode convergence confinement. Paris : Presses de l’ENPC. [Google Scholar]
- Peila D. 1994. A theoretical study of reinforcement influence on the stability of a tunnel face. Geotech Geol Eng 12: 145–168. [CrossRef] [Google Scholar]
- Perazzelli P, Anagnostou G. 2014. A limit equilibrium method for the assessment of the tunnel face stability taking into account seepage forces. World Tunnel Congress 2013, Geneva, pp. 715–722. [Google Scholar]
- Perazzelli P, Anagnostou G. 2017. Analysis Method and Design Charts for Bolt Reinforcement of the Tunnel Face in purely Cohesive Soils. J Geotech Geoenviron Eng 143(9). [Google Scholar]
- Perazzelli P, Leone T, Anagnostou G. 2014. Tunnel face stability under seepage flow conditions. Tunn Undergr Space Technol 43: 459–469. [Google Scholar]
- Piaskowski A, Kowalewski Z. 1965. Application of thixotropic clay suspensions for stability of vertical sides of deep trenches without strutting. Proc. Of 6th Int. Conf. On Soil Mech. And Found. Eng., Montreal, Vol. 111. [Google Scholar]
- Sequeira Nunes Antao AM. 1997. Analyse de la stabilité des ouvrages souterrains par une méthode cinématique régularisée. Thèse, ENPC. [Google Scholar]
- Serafeimidis K, Ramoni M, Anagnostou G. 2007. Analysing the stability of reinforced tunnel faces. Geotechnical engineering in urban environments, XIV European conference on soil mechanics and geotechnical engineering. Madrid: Millpress Science Publishers Rotterdam, Vol. 2, pp. 1079–1084. [Google Scholar]
- Subrin D, Wong H. 2002. Stabilité du front d’un tunnel en milieu frottant : un nouveau mécanisme de rupture 3D. C R Mécanique 330: 513–519. [CrossRef] [Google Scholar]
- Széchy K. 1970. Traité de construction des tunnels. Paris : Dunod. [Google Scholar]
- Terzaghi K. 1951. Mécanique théorique des sols. Paris : Dunod. [Google Scholar]
- Van der Waart van Gulik TG. 2010. Snap through of large shield driven tunnels, Reserved capacity. PhD Thesis, TU Delft. [Google Scholar]
- Vermeer PA, Ruse N, Marcher T. 2002. Tunnel heading stability in drained ground. Felsbau 6: 8–18. [Google Scholar]
- Vu MN, Broere W, Bosch J. 2015. The impact of shallow cover on tunnelling in soft soil. World Tunnel Congress 2015. Dubrovnik. [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.