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2020 Vol.22, Issue 5 Preview Page

Research Paper


September 2020. pp. 543-561
Abstract


References
1 

Kim, K.H. (2020), A study on the structure of tunnel steel rib support, Ph.D. Thesis, Kyungsung University, pp. 13-95.

2 

Korea Rail Network Authority (2010), Seoul metropolitan high speed railway (Suseo~Pyoungtaek) design of roadbed and optimization of concrete lining.

3 

KS F 2314 (2018), Standard test method for unconfined compression test of soils, National Institute of Technology and Standards, Korea.

4 

Park, S.C., Kim, S.S., Shin, Y.W., Shin, H.S., Kim, Y.G. (2008), "A numerical study on the analysis of behavior characteristics of inclined tunnel considering the optimum direction of steel rib", Journal of Korean Tunnelling and Underground Space Association, Vol. 10, No. 3, pp. 245-256.

5 

Terzaghi, K. (1946), Rock defects and loads on tunnel support, Rock Tunneling with Steel Supports, eds. R.V. Proctor and T. White, Commercial Shearing Co., Youngstown, pp. 15-99.

6 

Tunnel and Underground Space in Korea (2007), Tunnel engineering series 2 tunnel theory and practice, Goomibook, Seoul, pp. 3-4.

7 

Yang, J.Y., Choe, B.S., Yun, I.B., Im, H.C. (2010), "Reinforcement case of low depth soil tunnels in urban areas", Magazine of Korean Tunnelling and Underground Space Association, Vol. 12, No. 2, pp. 47-56.

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 :5
  • Pages :543-561
  • Received Date :2020. 07. 27
  • Revised Date :2020. 08. 18
  • Accepted Date : 2020. 08. 18