Formation mechanism of rockburst in deep tunnel adjacent to faults: Implication from numerical simulation and microseismic monitoring
Author:
Publisher
Springer Science and Business Media LLC
Subject
Metals and Alloys,General Engineering
Link
https://link.springer.com/content/pdf/10.1007/s11771-022-5211-6.pdf
Reference43 articles.
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2. JEON S, KIM J, SEO Y, et al. Effect of a fault and weak plane on the stability of a tunnel in rock—A scaled model test and numerical analysis [J]. International Journal of Rock Mechanics and Mining Sciences, 2004, 41: 658–663. DOI: https://doi.org/10.1016/j.ijrmms.2004.03.115.
3. BARTON N, LIEN R, LUNDE J. Engineering classification of rock masses for the design of tunnel support [J]. Rock Mechanics, 1974, 6(4): 189–236. DOI: https://doi.org/10.1007/BF01239496.
4. HAN Hao-yu, FUKUDA, LIU Hong-yuan, et al. Combined finite-discrete element modellings of rockbursts in tunnelling under high in situ stresses [J]. Computers and Geotechnics, 2021, 137: 104261. DOI: https://doi.org/10.1016/j.compgeo.2021.104261.
5. KAISER P K, CAI Ming. Design of rock support system under rockburst condition [J]. Journal of Rock Mechanics and Geotechnical Engineering, 2012, 4(3): 215–227. DOI: https://doi.org/10.3724/SP.J.1235.2012.00215.
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