Surrounding rock instability mechanism for fault-crossing tunnels in water-rich soft rock
Author:
Funder
National Natural Science Foundation of China
Hubei Key Laboratory of Disaster Prevention and Mitigation
Innovative Research Group Project of the National Natural Science Foundation of China
Publisher
Springer Science and Business Media LLC
Link
https://link.springer.com/content/pdf/10.1007/s10064-024-03753-3.pdf
Reference50 articles.
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2. Azizi F, Koopialipoor M, Khoshrou H (2019) Estimation of rock mass squeezing potential in tunnel route (case study: Kerman Water Conveyance tunnel). Geotech Geol Eng 37(3):1671–1685. https://doi.org/10.1007/s10706-018-0714-5
3. Bayati M, Hamidi JK (2017) A case study on TBM tunnelling in fault zones and lessons learned from ground improvement. Tunn Undergr Space Technol 63:162–170. https://doi.org/10.1016/j.tust.2016.12.006
4. 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. https://doi.org/10.1016/j.soildyn.2015.11.005
5. Bian K, Liu J, Liu ZP, Liu SG, Ai F, Zheng XQ, Ni SH, Zhang W (2019) Mechanisms of large deformation in soft rock tunnels: a case study of Huangjiazhai Tunnel. Bull Eng Geol Environ 78(1):431–444. https://doi.org/10.1007/s10064-017-1155-8
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