Impact of Overcut on Interaction Between Shield and Ground in the Tunneling with a Double-shield TBM

Author:

Hasanpour Rohola,Rostami Jamal,Özçelik Yılmaz

Funder

TÜBİTAK

Publisher

Springer Science and Business Media LLC

Subject

Geology,Geotechnical Engineering and Engineering Geology,Civil and Structural Engineering

Reference18 articles.

1. Amberg F (2009) Numerical simulations of tunnelling in soft rock under water pressure. ECCOMAS thematic conference on computational methods in tunnelling, EURO:TUN 2009, Bochum, Aedificatio Publishers, Freiburg, pp 353–360

2. Anagnostou G, Cantieni L (2007) Design and analysis of yielding support in squeezing ground, The second half century of rock mechanics. In: 11th congress of the international society for rock mechanics (ISRM) Lisbon Taylor & Francis Group, London, 2:829–832

3. Einstein HH, Bobet A (1997) Mechanized tunnelling in squeezing rock-from basic thoughts to continuous tunneling. Tunnels for people, ITA World Tunnel Congress 97, Vienna 2

4. Graziani A, Ribacchi R, Capata A (2007) 3D-modelling of TBM excavation in squeezing rock masses. Brenner Basistunnel und Zulaufstrecken, Internationales Symposium BBT 2007, Innsbruck, Innsbruck University Press, pp 143–151

5. Hasanpour R (2014) Advance numerical simulation of tunneling by using a double shield TBM. Comput Geotech 57:37–52

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