An Improved 3D Finite Difference Model for Simulation of Double Shield TBM Tunnelling in Heavily Jointed Rock Masses: the DXL Tunnel Case

Author:

Sun Bo,Yang Shu

Publisher

Springer Science and Business Media LLC

Subject

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

Reference17 articles.

1. Barla G (2002) Tunnelling under squeezing rock conditions. In: Kolymbas D (ed) Eurosummer-School in Tunnel MechanicsLogos Verlag, Berlin, pp 169-268

2. Barla G (2013) Is 3D modeling of TBM excavation in squeezing rock a feasible and useful design tool? In: Flora M, Jager M, Wilfinger N (eds) Luis Vigl Festschrift zum 60. Geburtstag

3. Barla G, Pelizza S (2000) TBM tunnelling in difficult ground conditions. In: Proceedings of GeoEng 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

5. Farrokh E, Rostami J (2009) Effect of adverse geological condition on TBM operation in Ghomroud tunnel conveyance project. Tunn Undergr Space Technol 24(4):436–446

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