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2020 Vol.22, Issue 3 Preview Page

Research Paper


May 2020. pp. 277-291
Abstract


References
1 

Ajou University IGUA (2010), A study on shield TBM tunnel face stability in soft ground.

2 

Anagnostou, G., Kovári, K. (1996), "Face stability conditions with earth-pressure-balanced shields", Tunnelling and Underground Space Technology, Vol. 11, No. 2, pp. 165-173.

10.1016/0886-7798(96)00017-X
3 

COB Commissie (1996), Inventory of design methods for drilling tunnels for road and rail connections, Technical Report L510-01.

4 

Copperthwaite, W.C. (2016), Tunnel Shields and the Use of Compressed Air in Subaqueous Works, Palala Press, California, pp. 256-257.

5 

Guglielmetti, V., Grasso, P., Mahtab, A., Xu, S. (2003), Mechanized Tunnelling in Urban Areas: Design methodology and construction control, Taylor & Francis, Abingdon-on-Thames, pp. 91-92.

6 

Horn, N. (1961), "Horizontal earth pressure on the vertical surfaces of the tunnel tubes", Proceedings of the National Conference of the Hungarian Civil Engineering Industry, Budapest, pp. 7-16.

7 

Japan Power Construction Association (2001), Investigation of construction case by TBM method.

8 

Koh, S.Y., La, Y.S., Kim, B. (2020), "Shield TBM trouble cases review and parameter study for the cause analysis", Journal of Korean Tunnelling and Underground Space Association, Vol. 22, No. 2, pp. 197-217.

9 

Müller-Kirchenbauer, H. (1972), "Stability of slurry trenches", Proceedings of the 5th European Conference on SMFE, Madrid, Vol. I, pp. 543-553.

Information
  • Publisher :Korean Tunneling and Underground Space Association
  • Publisher(Ko) :한국터널지하공간학회
  • Journal Title :Journal of Korean Tunnelling and Underground Space Association
  • Journal Title(Ko) :한국터널지하공간학회 논문집
  • Volume : 22
  • No :3
  • Pages :277-291
  • Received Date :2020. 03. 05
  • Revised Date :2020. 04. 10
  • Accepted Date : 2020. 04. 23