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2020 Vol.22, Issue 3 Preview Page

Research Paper


May 2020. pp. 249-259
Abstract


References
1 

AASHTO (2017), AASHTO LRFD - Road tunnel design and construction guide specifications, AASHTO, Washington D.C., USA.

2 

British Standards Institution (2015), PAS 8810 - Design of concrete segmental tunnel linings - Code of practice, PSI, London, U.K.

3 

Byun, Y.S., Kim, D., Lee, S.W. (2019), "Determination of the coefficient of variation of parameters for the reliability design of shield tunnel segment lining", Journal of Korean Tunnelling and Underground Space Association, Vol. 21, No. 6, pp. 875-885.

4 

Han, M.S., Cho, K.H. (2016), "Reliability analysis of surface settlement during shield TBM tunneling", Journal of Korean Tunnelling and Underground Space Association, Vol. 18, No. 3, pp. 305-318.

10.9711/KTAJ.2016.18.3.305
5 

Lee, S.W., Byun, Y.S., Lee, G.P., Park, Y. (2018), "Probabilistic characteristics of design parameters for limit state design of underground structure", Proceedings of the KTA 2018 Annual Spring Conference, Seoul, pp. 105-106.

6 

Nowak, A.S., Collins, K.R. (2013), Reliability of Structures, CRC Press, New York, pp. 290.

10.1201/b12913
7 

Penzien, J., Wu, C.L. (1998), "Stresses in linings of bored tunnels", Earthquake Engineering and Structural Dynamics, Vol. 27, No. 3, pp. 283-300.

10.1002/(SICI)1096-9845(199803)27:3<283::AID-EQE732>3.0.CO;2-T
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 :249-259
  • Received Date :2020. 02. 18
  • Revised Date :2020. 03. 27
  • Accepted Date : 2020. 04. 02