Stability of Tunnel under Shallow Overburden and Poor Rock Conditions Using Numerical Simulations |
Kim, Jungkuk
(Dept. of Civil Engineering, Kangwon National University)
Kim, Heesu (Dept. of Civil Engineering, Kangwon National University) Ban, Hoki (Dept. of Civil Engineering, Kangwon National University) Kim, Donggyou (Korea Institute of Civil Engineering and Building Technology) |
1 | Hoek, E. and Brown, E. T. (1980), Underground excavation in rock, London Institution of Mining and Metallurgy, London, pp. 1~527. |
2 | Ministry of Land, Infrastructure and Transport (2021), Yearbook of road bridge and tunnel statistics, pp. 1~67. |
3 | Oh, S. (2009), The Stability Analysis of Tunnels in Shallow Reinforced Grounds, Master's thesis, Chung-Ang University, pp. 1~113. |
4 | Baek, K., Roh, J., Kim, Y., Cho, S. and Hwang, N. (2005), Case study on the tunnel collapse at the shallow depth, Tunnel &Underground space, Vol. 15, No. 5, pp. 102~110. |
5 | Lee, K., Chae, Y., Lee, K. and Yoon, W. (2005), A numerical analysis study of the effect of rock mass properties and overburden on the behavior of tunnel in the low overburden, Korean society of civil engineers, Vol. 2005, No. 10, pp. 5647-5650. of the Korea society of Geothermal Energy Engineers, Vol. 6, No. 1, pp. 17~22. |
6 | Chambon, P. and Corte, J. F. (1994), Shallow tunnels in cohesionless soil: stability of tunnel face, Journal of Geotechnical Engineering, Vol. 120, No. 7, pp. 1148~165. DOI |
7 | Park, Y. (2006), Collapse and reinforcement of a highway tunnel with shallow depth, Master's thesis, Korea University, pp. 1~75. |