A Segmental Support Method for the Passage of TBMs Through Excavated Metro Stations

Author:

Eftekhari Mosleh,Bastami Mehdi

Publisher

Springer Science and Business Media LLC

Subject

Geology,Soil Science,Geotechnical Engineering and Engineering Geology,Architecture

Reference45 articles.

1. Abdollahi MS, Najafi M, Bafghi AY, Marji MF (2019) A 3D numerical model to determine suitable reinforcement strategies for passing TBM through a fault zone, a case study: Safaroud water transmission tunnel, Iran. Tunn Undergr Sp Technol 88:186–199

2. Ahab CC (2016) Technical reports of Tehran metro line 6

3. Barla G, Zhao K, Janutolo M (2011) 3D advanced modelling of TBM excavation in squeezing rock condition. In: 1st Asian and 19th Iranian tunnel symposium, Iran

4. Barski E (1999) Design of deep Moscow metro stations. In: Challenges for the 21st century: Proceedings of the World Tunnel Congress' 99, Oslo, Norway, 31 May–3 June 1999. Taylor & Francis US, p 317

5. Baziar MH, Nabizadeh A, Mehrabi R, Lee CJ, Hung WY (2016) Evaluation of underground tunnel response to reverse fault rupture using numerical approach. Soil Dyn Earthq Eng 83:1–17

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