Application du calcul à la rupture à la stabilité du front de taille d’un tunnel
Rev. Fr. Geotech., 43 (1988) 5-19
Publié en ligne : 2017-10-09
Article cité par
La fonctionnalité Article cité par… liste les citations d'un article. Ces citations proviennent de la base de données des articles de EDP Sciences, ainsi que des bases de données d'autres éditeurs participant au programme CrossRef Cited-by Linking Program. Vous pouvez définir une alerte courriel pour être prévenu de la parution d'un nouvel article citant " cet article (voir sur la page du résumé de l'article le menu à droite).
Article cité :
Citations de cet article :
Data‐Driven Tools to Evaluate Support Pressure, Radial Displacements, and Face Extrusion for Tunnels Excavated in Elastoplastic Grounds
Alec Tristani, Lina‐María Guayacán‐Carrillo and Jean SulemInternational Journal for Numerical and Analytical Methods in Geomechanics 49 (2) 654 (2025)
https://doi.org/10.1002/nag.3889
Lower and upper bounds for the drained three-dimensional stability of shallow tunnels using the Extended Matsuoka-Nakai yield criterion
A.N. Antão and M. Vicente da SilvaTunnelling and Underground Space Technology 155 106137 (2025)
https://doi.org/10.1016/j.tust.2024.106137
Study on excavation stability of shallow rectangular shield pipe jacking tunnel
Wantao Ding, Zhongrong Wang, Xinghang Huang, et al.Arabian Journal of Geosciences 15 (8) (2022)
https://doi.org/10.1007/s12517-021-08965-5
Slope Engineering
Adel Aissi, Abdelghani Brikat, Ali Ismet Kanlı, Aissa Benselhoub and Oussama KessalSlope Engineering (2021)
https://doi.org/10.5772/intechopen.96277
Numerical Simulation of Continuous Shield Tunneling based on a Dynamic Element-Deletion Technology
Guansi Gu, Zixin Zhang and Xin HuangIOP Conference Series: Earth and Environmental Science 861 (3) 032056 (2021)
https://doi.org/10.1088/1755-1315/861/3/032056
Challenges and Innovations in Geomechanics
Carlo CallariLecture Notes in Civil Engineering, Challenges and Innovations in Geomechanics 126 12 (2021)
https://doi.org/10.1007/978-3-030-64518-2_2
Deep tunnel fronts in cohesive soils under undrained conditions: a displacement-based approach for the design of fibreglass reinforcements
Claudio di Prisco, Luca Flessati and Davide PortaActa Geotechnica 15 (4) 1013 (2020)
https://doi.org/10.1007/s11440-019-00840-8
A numerical exercise for the definition under undrained conditions of the deep tunnel front characteristic curve
Claudio di Prisco, Luca Flessati, Gabriele Frigerio and Pietro LunardiActa Geotechnica 13 (3) 635 (2018)
https://doi.org/10.1007/s11440-017-0564-y
Détermination de la fenêtre de pilotage de la pression de confinement d’un tunnelier fermé dans un sol cohérent-frottant ou purement cohérent
Guillaume Champagne de LabriolleRevue Française de Géotechnique (155) 3 (2018)
https://doi.org/10.1051/geotech/2018005
Experimental investigation of the time-dependent response of unreinforced and reinforced tunnel faces in cohesive soils
Claudio di Prisco, Luca Flessati, Gabriele Frigerio, et al.Acta Geotechnica 13 (3) 651 (2018)
https://doi.org/10.1007/s11440-017-0573-x
Engineering Geology for Underground Works
Paola Gattinoni, Enrico Maria Pizzarotti and Laura ScesiEngineering Geology for Underground Works 97 (2014)
https://doi.org/10.1007/978-94-007-7850-4_4
Engineering Geology for Underground Works
Paola Gattinoni, Enrico Maria Pizzarotti and Laura ScesiEngineering Geology for Underground Works 215 (2014)
https://doi.org/10.1007/978-94-007-7850-4_7
Tunnel face stability in heavily fractured rock masses that follow the Hoek–Brown failure criterion
Salvador Senent, Guilhem Mollon and Rafael JimenezInternational Journal of Rock Mechanics and Mining Sciences 60 440 (2013)
https://doi.org/10.1016/j.ijrmms.2013.01.004
Centrifuge and numerical investigation of passive failure of tunnel face in sand
K.S. Wong, C.W.W. Ng, Y.M. Chen and X.C. BianTunnelling and Underground Space Technology 28 297 (2012)
https://doi.org/10.1016/j.tust.2011.12.004
Stabilisation of the Excavation Face in Shallow Tunnels Using Fibreglass Dowels
P. P. Oreste and D. DiasRock Mechanics and Rock Engineering 45 (4) 499 (2012)
https://doi.org/10.1007/s00603-012-0234-1
3796 (2011)
https://doi.org/10.1061/41165(397)388
Effect of a front high hydraulic conductivity zone on hydrological behavior of subsea tunnels
Eun-Soo Hong, Eui-Seob Park, Hee-Soon Shin and Hyung-Mok KimKSCE Journal of Civil Engineering 14 (5) 699 (2010)
https://doi.org/10.1007/s12205-010-0838-5
Face stabilisation of shallow tunnels using fibreglass dowels
P. P. OresteProceedings of the Institution of Civil Engineers - Geotechnical Engineering 162 (2) 95 (2009)
https://doi.org/10.1680/geng.2009.162.2.95
Computational Science – ICCS 2007
Qunfang Hu and Hongwei HuangLecture Notes in Computer Science, Computational Science – ICCS 2007 4489 1180 (2007)
https://doi.org/10.1007/978-3-540-72588-6_186
Effect of seepage forces on tunnel face stability
In-Mo Lee, Seok-Woo Nam and Jae-Hun AhnCanadian Geotechnical Journal 40 (2) 342 (2003)
https://doi.org/10.1139/t02-120
Extrusion movements of a tunnel head reinforced by finite length bolts—a closed-form solution using homogenization approach
Henry Wong, Didier Subrin and Daniel DiasInternational Journal for Numerical and Analytical Methods in Geomechanics 24 (6) 533 (2000)
https://doi.org/10.1002/(SICI)1096-9853(200005)24:6<533::AID-NAG80>3.0.CO;2-8
Face stability of shallow circular tunnels driven under the water table: a numerical analysis
P. De Buhan, A. Cuvillier, L. Dormieux and S. MaghousInternational Journal for Numerical and Analytical Methods in Geomechanics 23 (1) 79 (1999)
https://doi.org/10.1002/(SICI)1096-9853(199901)23:1<79::AID-NAG960>3.0.CO;2-T
Modélisation en éléments finis du phasage des travaux de creusement et de soutènement d'un tunnel urbain
Marc Boulon, Etienne Flavigny, Gilles Armand and Cyrille CourdavaultRevue Française de Génie Civil 1 (1) 161 (1997)
https://doi.org/10.1080/12795119.1997.9692108
Face stability conditions with earth-pressure-balanced shields
G. Anagnostou and K. KováriTunnelling and Underground Space Technology 11 (2) 165 (1996)
https://doi.org/10.1016/0886-7798(96)00017-X
The face stability of slurry-shield-driven tunnels
G. Anagnostou and K. KováriTunnelling and Underground Space Technology 9 (2) 165 (1994)
https://doi.org/10.1016/0886-7798(94)90028-0
Evaluation of Global Bearing Capacities of Structures
J. SalençonEvaluation of Global Bearing Capacities of Structures 1 (1993)
https://doi.org/10.1007/978-3-7091-2752-0_1