과제정보
본 연구는 과학기술정보통신부 한국건설기술연구원 연구개발적립금 자체사업으로 수행되었습니다(과제번호 20240306-001, 지하 생활기반시설 입체적 위험평가를 위한 재해·재난 DB구축(1/1)). 이에 깊이 감사드립니다.
참고문헌
- Ahn, D. H. (2022), Evaluation on damage effect of sleeper floating track system induced by displacement behavior of underground structure, Ph. D Thesis, Dongyang University (In Korean).
- Chun, L. and Yi, C. (2020), Effect of soil strength degradation on slope stability, International Journal of Design & Nature and Ecodynamics, Vol. 15, No. 4, pp. 483~489.
- Han, Y. C. (2018), A study on the evaluation of stability due to ground deterioration of slope, Journal of the Korean geotechnical society, Vol. 34, No. 12, pp. 83~92 (In Korean).
- Jiang, Y., Tanabashi, Y. and Kawata, A. (2007), Simulation models for tunnel convergence prediction and appraisement of different reinforcement method, NAOSITE, Nagasaki University's Academic Output SITE, Vol. 37, pp. 73~83 (In Japanese).
- Kawata, A., Jiang, Y. and Tanabashi, Y. (2005), Deformation prediction and effect of reinforcing method by considering strength deterioration of rocks, Journal of Tunnel Engineering, JSCE, Vol. 15, pp. 31~38 (In Japanese).
- Kim, D., G. and Shin, H., S. (2007), Development of a numerical modelling technique for evaluation of a long-term chemical deterioration of tunnel shotcrete lining, Tunnelling technology, Vol. 9, No. 3, pp. 299~307 (In Korean).
- Ladanyi, B. (1974), Uese of the long-term strength concept in the determination of ground pressure on tunnel linings, Proceedings of the 3rd International Congress on Rock Mechancis, National Academy of Sciences, Denver, pp. 1150~1156.
- Lee, Y., S., Park, S., W., Whang, I., B., Shin, Y., S. and Kim, S., G. (2009), Analysis of cause and deterioration about using 3-Arch tunnel, Tunnelling technology, Vol. 11, No. 1, pp. 97~105 (In Korean).
- Matsunaga, T. (2008), Tunnel design and construction practice: technical solutions in swelling ground, Workshop UPC: Tunneling through Saline and Swelling Ground, iLF Consulting Engineers.
- Ministry of Land, Transport and Maritime Affairs (2009), Design Criteria for Slopes in Construction, Ministry of Land, Transport and Maritime Affairs, pp. 105~115 (In Korean).
- Nakagawa, M., Jiang, Y., Sato, M. and Tanabashi, Y. (2004), Deformation simulation of tummel by considering time dependency of rock strength, Soil Mechanics and Foundation Engineering, JGS, Vol. 52, pp. 28~30 (In Japanese).
- Sandrone, F. and Labiouse, V. (2010), Analysis of the evolution of road tunnels equilibrium conditions with a convergence confinement approach, Rock Mechanics and Rock Engieering, Vol. 43, No. 2, pp. 201~218.
- Sato, M. and Kamemura, K. (1984), A study on time dependency of rock strength, Japanese Geotechnical Society, Vol. 19, pp. 783~784 (In Japanese).
- Yashiro, K., Shimamoto, K., Kojima, Y., Takahashi, M., Matsunaga, T. and Asakura, T. (2009), A study on simulation analyses of deformed tunnels due to earth pressure by ground strength reduction model and its applicability to long term prediction, Journal of JSCE, Vol. 65, No. 2, pp. 467~479 (In Japanese).
- Yoshida, Y., Kuwano, J. and Kuwano, R. (1991), Rain-induced slope failures caused by reduction in soil strength, Japanese society of soil mechanics and foundation engineering, Vol. 31, No. 4, pp. 187~193 (In Japanese).