Analytical solution for evaluating deformation response of existing metro tunnel due to excavation of adjacent foundation pit
Author:
Publisher
Springer Science and Business Media LLC
Subject
Metals and Alloys,General Engineering
Link
https://link.springer.com/content/pdf/10.1007/s11771-021-4737-3.pdf
Reference27 articles.
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3. DOLEŽALOVÁ M. Tunnel complex unloaded by a deep excavation [J]. Computers and Geotechnics, 2001, 28(6, 7): 469–493. DOI: https://doi.org/10.1016/S0266-352X(01)00005-2.
4. SHI Jiang-wei, NG C W W, CHEN Yong-hui. A simplified method to estimate three-dimensional tunnel responses to basement excavation [J]. Tunnelling and Underground Space Technology, 2017, 62: 53–63. DOI: https://doi.org/10.1016/j.tust.2016.11.007.
5. XIAO Xiao, LI Ming-guang, WANG Jian-hua, CHEN Jin-jian. Numerical evaluation of control measures for tunnel deformation induced by an oversized deep excavation [J]. Journal of Aerospace Engineering, 2018, 31(6): 04018109. DOI: https://doi.org/10.1061/(asce)as.1943-5525.0000906.
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