A Combined Discrete Element-Finite Difference Model for Simulation of Double Shield TBM excavation in Jointed Rocks

Author:

Sun BoORCID

Publisher

Springer Science and Business Media LLC

Subject

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

Reference35 articles.

1. Barla G (2001) Tunnelling under squeezing rock conditions. In: Kolymbas D (ed) Tunnelling mechanics, Eurosummer school. Logos Verlag, Innsbruck, pp 169–268

2. Barla G (2013) Is 3D modeling of TBM excavation in squeezing rock a feasible and useful design tool? Luis Vigl Festschrift zum 60. Geburtstag

3. Barla G, Pelizza S (2000) TBM tunneling in difficult ground conditions. In: Proceedings of Geo Eng 2000-Proceedings of the international conference on geotechnical and geological engineering, Melbourne, November 19–24, 2000. Technomic Publishing Company, Lancaster, pp 329–354

4. Barla G, Zhao K, Janutolo M (2011) 3D advanced modelling of TBM excavation in squeezing rock condition. In: Proceedings of First Asian and Ninth Iranian Tunnel Symposium, Tehran, Iran, pp 1–9

5. Cantieni L, Anagnostou G (2009) The effect of the stress path on squeezing behaviour in tunnelling. Rock Mech Rock Eng 42:289–318

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