Study on rock stability and structural response of shield-driven twin tunnels crossing fault fracture zone based on 3d numerical simulation
Author:
Funder
National Natural Science Foundation of China
State Key Laboratory of Hydroscience and Hydraulic Engineering
Publisher
Springer Science and Business Media LLC
Link
https://link.springer.com/content/pdf/10.1007/s10064-024-03777-9.pdf
Reference40 articles.
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2. Bizjak KF, Petkovšek B (2004) Displacement analysis of tunnel support in soft rock around a shallow highway tunnel at Golovec. Eng Geol 75:89–106. https://doi.org/10.1016/j.enggeo.2004.05.003
3. Chen L, Wang Y, Wang Z-F et al (2023) Characteristics and treatment measures of tunnel collapse in fault fracture zone during rainfall: A case study. Eng Fail Anal 145:107002. https://doi.org/10.1016/j.engfailanal.2022.107002
4. Das AJ, Mandal PK, Bhattacharjee R et al (2017) Evaluation of stability of underground workings for exploitation of an inclined coal seam by the ubiquitous joint model. Int J Rock Mech Min Sci 93:101–114. https://doi.org/10.1016/j.ijrmms.2017.01.012
5. Do N-A, Dias D, Oreste P, Djeran-Maigre I (2014) Three-dimensional numerical simulation of a mechanized twin tunnels in soft ground. Tunnelling Underground Space Technol 42:40–51. https://doi.org/10.1016/j.tust.2014.02.001
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