Publication Cover
Structure and Infrastructure Engineering
Maintenance, Management, Life-Cycle Design and Performance
Volume 13, 2017 - Issue 10
742
Views
26
CrossRef citations to date
0
Altmetric
Original Articles

Experimental investigation of the ultimate bearing capacity of deformed segmental tunnel linings strengthened by epoxy-bonded filament wound profiles

, &
Pages 1268-1283 | Received 01 Jun 2016, Accepted 02 Oct 2016, Published online: 08 Dec 2016

References

  • Chang, C. T., Sun, C. W., & Duann, S. W. (2001). Response of a Taipei Rapid Transit System (TRTS) tunnel to adjacent excavation. Tunnelling and Underground Space Technology, 16, 151–158.10.1016/S0886-7798(01)00049-9
  • Kiriyama, K., Kakizaki, M., Takabayashi, T., Hirosawa, N., Takeuchi, T., Hajohta, H., … Imafuku, K. (2005). Structure and construction examples of tunnel reinforcement method using thin steel panels. Nippon Steel Technical Report, 92, 45–50.
  • Liu, X., Yuan, Y., Jiang, Z., & Mang, H. A. (2015). Experimental investigation of the ultimate bearing capacity of deformed segmental tunnel linings strengthened by epoxy-bonded steel plates. Structure and Infrastructure Engineering. ( under review).
  • Liu, X., Bai, Y., Yuan, Y., & Mang, H. A. (2016). Experimental investigation of the ultimate bearing capacity of continuously-jointed segmental tunnel linings. Structure and Infrastructure Engineering, 12, 1364–1379.
  • Moss, N. (2014, November 22). London underground monitoring: Recent experience and future requirements. Proceedings of the First International Workshop on Monitoring and Inspection of Metro Tunnel. Tongji University, Shanghai, China.

Reprints and Corporate Permissions

Please note: Selecting permissions does not provide access to the full text of the article, please see our help page How do I view content?

To request a reprint or corporate permissions for this article, please click on the relevant link below:

Academic Permissions

Please note: Selecting permissions does not provide access to the full text of the article, please see our help page How do I view content?

Obtain permissions instantly via Rightslink by clicking on the button below:

If you are unable to obtain permissions via Rightslink, please complete and submit this Permissions form. For more information, please visit our Permissions help page.