Investigation of the Deformation Characteristics and Bearing Capacity of a Segment Structure of a Shield Tunnel with Cracks
Author:
Publisher
Springer Science and Business Media LLC
Subject
Civil and Structural Engineering
Link
https://link.springer.com/content/pdf/10.1007/s12205-021-1118-2.pdf
Reference24 articles.
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2. Bian K, Liu J, Xiao M, Liu ZP (2016) Cause investigation and verification of lining cracking of bifurcation tunnel at Huizhou pumped storage power station. Tunnelling and Underground Space Technology 54: 123–134, DOI: https://doi.org/10.1016/j.tust.2015.10.030
3. Cao SY, Wang SM, Liu CK, He C, Lu DY, Ma GY (2020) Influence of crack location on failure mode of shield tunnel lining structure. Journal of Southeast University (Natural Science Edition) 50(1):120–128, DOI: https://doi.org/10.3969/j.issn.1001-0505.2020.01.016 (in Chinese)
4. Chen JS, Mo HH (2009) Numerical study on crack problems in segments of shield tunnel using finite element method. Tunneling and Underground Space Technology 24(1):91–102, DOI: https://doi.org/10.1016/j.tust.2008.05.007
5. Dong F, Fang Q, Zhang DL, Xu HJ, Li YJ, Niu XK (2017) Analysis on defects of operational metro tunnels in Beijing. China Civil Engineering Journal 50(6):104–113, DOI: https://doi.org/10.15951/j.tmgcxb.2017.6.012 (in Chinese)
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