Responses of Existing Tunnel Caused by Undercrossing Super-Large Diameter Shield Tunnel
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Publisher
Springer International Publishing
Link
https://link.springer.com/content/pdf/10.1007/978-3-031-42515-8_58
Reference26 articles.
1. Lin, W., Li, P., Xie, X.: A novel detection and assessment method for operational defects of pipe jacking tunnel based on 3D longitudinal deformation curve: a case study. Sensors 22, 7648 (2022). https://doi.org/10.3390/s22197648
2. Li, X., Yuan, D.: Response of a double-decked metro tunnel to shield driving of twin closely under-crossing tunnels. Tunn. Undergr. Space Technol. 28, 18–30 (2012). https://doi.org/10.1016/j.tust.2011.08.005
3. Cooper, M.L., Chapman, D.N., Rogers, C.D.F., Chan, A.H.C.: Movements in the Piccadilly line tunnels due to the Heathrow express construction. Géotechnique 52(4), 243–257 (2002). https://doi.org/10.1680/geot.2002.52.4.243
4. Jin, D., Yuan, D., Liu, S., Li, X., Luo, W.: Performance of existing subway tunnels undercrossed by four closely spaced shield tunnels. J. Perform. Constr. Facil. 33(1), 04018099 (2019). https://doi.org/10.1061/(ASCE)CF.1943-5509.0001230
5. Jin, D., Yuan, D., Li, X., Zheng, H.: Analysis of the settlement of an existing tunnel induced by shield tunneling underneath. Tunn. Undergr. Space Technol. 81, 209–220 (2018). https://doi.org/10.1016/j.tust.2018.06.035
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