References
- Ngoc Anh Do, Daniel Dias. (2014). 2D numerical investigations of twin tunnel interaction. Geomechanics and Engineering. Vol. 6, No.3, pp. 263-275
- Bousbia Nawel, Messast Salah. (2015). Numerical modeling of two parallel tunnels interaction using Three- dimensional Finite Elements Method. Geomechanics and Engineering. Vol. 9, No.6, pp 775-791.
- Bousbia Nawel, Messast Salah, Houssou Noura. (2021). A simplified 3D model for existing tunnel response to piles construction. SSP Journal of civil engineering. Vol.16, No. 2, pp. 87-103.
- Bousbia Nawel. (2021). Effects of different processes of tunneling on displacements soil using 3D Finite Element Method. SSP Journal of civil engineering. Vol.16 No. 2, pp. 203-217.
- Karakus, M, Ozsan, A. Basarır, H. (2007). Finite element analysis for the twin metro tunnel constructed in Ankar Clay, Turkey. Bull. Eng. Geol. Vol 66, No. 1, pp. 71-79
- Hage Chehade, F.- Shahrour, I. (2007). Numerical analysis of the interaction between twin-tunnels: Influence of the relative position and construction procedure. Tunn. Undergr. Technol. Vol. 23, No. 2, pp. 210-214
- Wang Ran. (2017). Effects of the existing tunnel shape on three dimensional crossing tunnels interaction in sand: Centrifuge and numerical modelling. PhD. thess, University of Hong Kong.
- Yang, X.L.- Wang, H.Y. (2018). Catastrophe analysis of active-passive mechanisms for shallow tunnels with settlement. Geomech. Eng. Vol. 15, No. 1, pp. 621-63
- Dar Al-Handasah (Shair and Partners) (2009). Documents d’autoroute Est Oust Lot Unique Est”, Consortium Japonais pour L’autoroute Algérienne COJAAL
- Nogueira, C. L, Azevedo, R. F, et al. (2011). Validation of coupled simulation of excavations in saturated clay: Camboinhas case history. Int. J. Geomech. Vol. 11, No. 3, pp. 202–210
- Panet, M, Guenot, A. (1982). Analysis of convergence behind the face of a tunnel. Proceedings of the 3rd International Symposium, Brighton, UK.
- Oreste, P.P. (2003). Analysis of structural interaction in tunnels using the convergence – confinement approach. Tunn. Undergr. Sp. Tech. Vol.18, No. 4, pp. 347-36
- Möller, S.C, Vermeer, P.A. (2008). On numerical simulation of tunnel installation. Tunn. Undergr. Sp.Tech. Vol. 23, pp. 461-475
- Thompson, R. (1999). HEX collapse case told of “50mm tunnel lining”. New Civil Engineer p. 6
- C.W.W. Ng, H. Lu. (2014). Effects of the construction sequence of twin tunnels at different depths on an existing pile. Canadian Geotechnical Journal. Vol.51, No. 2, pp. 173-183
- Ding, Z., Wei, X.J, Wei, G. (2017). Prediction methods on tunnel-excavation induced surface settlement around adjacent buildings. Geomech Eng. Vol 12, No. 2, pp. 185-195
- Hassan Obaid Abbas. (2020). Influence of Tunnel Excavation on Tower Foundation Settlement Constructed on Sandy Soil. Transportation Infrastructure Geotechnology. Vol.7, pp. 651–663
- Hefny, A.M., Chua, H.C.- Jhao, J. (2004). Parametric studies on the interaction between Existing and new bored tunnels. Tunn. Undergr. Space Technol. Vol. 19, pp.4-5
- Giovanni Barla. (2016). Full face excavation of large tunnels in difficult conditions. Journal of rock mechanics and geotechnical engineering. Vol.8, pp. 294-303
- Jiao-Long Zhang, Christoffer Vida, Yong Yuan, Christian Hellmich, Herbert A. Mang, Bernhard Pichler. (2017). A hybrid analysis method for displacement-monitored segmented circular tunnel rings. Engineering Structures. Vol 148, pp. 839–856
- Khadija Nejjar, Daniel Dias, Fahd Guira, et al. (2022). Numerical modelling of a 32 m deep excavation in the suburbs of Paris. Journal of Engineering structures, Vol 268
- M. Wasif Naqvi, M. F. Akhtar, Mohammad Zaid. (2021). Effect of Superstructure on the Stability of Underground Tunnels. Transportation Infrastructure Geotechnology. Vol.8, pp. 142-161
- Nahla .M Salim. (2013). Interaction between the Existing and the New Constructed Tunnels. Eng. & Tech. Journal. Vol 31, No. 19
- Nan Hua, Negar Elhami Khorasani, AnthonyTessari. (2022). Numerical modeling of the fire behavior of reinforced concrete tunnel slabs during heating and cooling, Journal of Engineering structures. Vol. 258 114-135
- Quoc Thien Huynh, Van Qui Lai, Tirawat Boonyatee, Suraparb Keawsawasvong. (2021). Behavior of a Deep Excavation and Damages on Adjacent Buildings: A Case Study in Vietnam. Transportation Infrastructure Geotechnology. Vol. 8, pp. 361-389
