Acknowledgement
본 연구는 국토교통부/국토교통과학기술진흥원의 지원으로 수행되었음(과제번호 RS-2023-00245334).
References
- Aydan, O., Kyoya, T., Ichikawa, Y., Kawamoto, T. (1987), "Anchorage performance and reinforcement effect of fully grouted rockbolts on rock excavations", Proceedings of the ISRM Congress, Montreal, pp. IRSM-6CONGRESS-1987-141.
- Carranza-Torres, C. (2009), "Analytical and numerical study of the mechanics of rockbolt reinforcement around tunnels in rock masses", Rock Mechanics and Rock Engineering, Vol. 42, No. 2, pp. 175-228. https://doi.org/10.1007/s00603-009-0178-2
- Freeman, T.J. (1978), "The behaviour of fully-bonded rock bolts in the Kielder experimental tunnel", Tunnel & Tunnelling, Vol. 10, No. 5, pp. 37-40.
- Heo, J., Kim, B.I., Lee, J.D., Kim, Y.G. (2017), "3D numerical study on the reinforcing effect of inclined system bolting in NATM tunnel", Journal of the Korean Geotechnical Society, Vol. 33, No. 3, pp. 29-36. https://doi.org/10.7843/KGS.2017.33.3.29
- Hyett, A.J., Moosavi, M., Bawden, W.F. (1996), "Load distribution along fully grouted bolts, with emphasis on cable bolt reinforcement", International Journal for Numerical and Analytical Methods in Geomechanics, Vol. 20, No. 7, pp. 517-544. https://doi.org/10.1002/(SICI)1096-9853(199607)20:7<517::AID-NAG833>3.0.CO;2-L
- ITASCA (2016), Structural Elements (FLAC2D) 8.0 documentation, Minneapolis: Itasca Consulting Group Inc., pp. 87-105.
- ITASCA (2012), Structural Elements (FLAC3D) 5.0 documentation, Minneapolis: Itasca Consulting Group Inc., pp. 60-78.
- Jeong, H.S., Yang, H.S., Kim, B.H. (2004), "A study on the validity of 2-dimensional analysis of rock bolt", Tunnel and Underground Space, Vol. 14, No. 6, pp. 423-428.
- Kang, K.N., Song, K.I., Kim, S.G., Kim, K.C. (2020), "Determination of equivalent elastic modulus of shotcrete-tetragonal lattice girder composite", Journal of Korean Tunnelling and Underground Space Association, Vol. 22, No. 2, pp. 145-154.
- Kim, D.G., Shin, Y.W. (2012), "Reinforcement of shotcrete lining on the side wall of tunnel in enlargement of existing ASSM road tunnel", Journal of the Korean Geo-Environmental Society, Vol. 13, No. 12, pp. 81-89.
- Kim, J.D., Park, Y.J. (2013), Tunnel Design and Construction, CIR, Seoul, pp. 203-215.
- Kim, J.W. (2018), "Evaluation of reinforcement effect of rock bolts in anisotropic rock mass using tunnel scaled model tests", Tunnel and Underground Space, Vol. 28, No. 5, pp. 442-456. https://doi.org/10.7474/TUS.2018.28.5.442
- Lee, I.M. (2016), Geotechnical Principles of Tunnels, CIR, Seoul, pp. 74-78.
- Park, J.J., Kim, D.H., Jeong, S.S. (2012), "Analysis of tunnel lining behavior under tunnel load", Journal of the Korean Geotechnical Society, Vol. 28, No. 8, pp. 79-88. https://doi.org/10.7843/kgs.2012.28.8.79
- Shin, J.H. (2020), Tunnel Mechanics, CIR, Seoul, pp. 175-182.
- Swoboda, G., Marence, M. (1991), "FEM modelling of rockbolts", Proceedings of the Computer Methods and Advances in Geomechanics, Cairns, Australia, pp. 1515-1520.