과제정보
본 연구는 한국건설기술연구원 주요사업인 "인공지능을 활용한 대심도 지하 대공간의 스마트 복합 솔루션 개발" 과제의 지원으로 수행되었으며, 이에 깊은 감사를 드립니다.
참고문헌
- 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.
- 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. https://doi.org/10.1061/(ASCE)0733-9410(1994)120:7(1148)
- Hoek, E. and Brown, E. T. (1980), Underground excavation in rock, London Institution of Mining and Metallurgy, London, pp. 1~527.
- 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.
- Ministry of Land, Infrastructure and Transport (2021), Yearbook of road bridge and tunnel statistics, pp. 1~67.
- Oh, S. (2009), The Stability Analysis of Tunnels in Shallow Reinforced Grounds, Master's thesis, Chung-Ang University, pp. 1~113.
- Park, Y. (2006), Collapse and reinforcement of a highway tunnel with shallow depth, Master's thesis, Korea University, pp. 1~75.