Initial support distance of a non-circular tunnel based on convergence constraint method and integral failure criteria of rock
Author:
Publisher
Springer Science and Business Media LLC
Subject
Metals and Alloys,General Engineering
Link
https://link.springer.com/content/pdf/10.1007/s11771-022-5186-3.pdf
Reference43 articles.
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2. DAI Lian-peng, PAN Yi-shan, ZHANG Cheng-guo, et al. New criterion of critical mining stress index for risk evaluation of roadway rockburst [J]. Rock Mechanics and Rock Engineering, 2022, 55(8): 4783–4799. DOI: https://doi.org/10.1007/s00603-022-02888-7.
3. YUAN Chao, CAO Li-ming, WANG Wen-jun, et al. Case study on rock support technology for roadways based on characteristics of plastic area [J]. KSCE Journal of Civil Engineering, 2021, 25(2): 705–723. DOI: https://doi.org/10.1007/s12205-020-1892-2.
4. FENG Ji-meng, YAN Cong-wen, YE Lun, et al. Evaluation of installation timing of initial ground support for large-span tunnel in hard rock [J]. Tunnelling and Underground Space Technology, 2019, 93: 103087. DOI: https://doi.org/10.1016/j.tust.2019.103087.
5. XIANG Yu-zhou, LIU Han-long, ZHANG Wen-gang, et al. Application of transparent soil model test and DEM simulation in study of tunnel failure mechanism [J]. Tunnelling and Underground Space Technology, 2018, 74: 178–184. DOI: https://doi.org/10.1016/j.tust.2018.01.020.
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