References
- Blindheim O.T., Ovstedal, E. (2002), "Design principals and construction methods for water control in subsea road tunnels in rock", Water control in norwegian tunnelling, Publication No. 12, Norwegian Tunnelling Society, pp. 43-49.
- Cai, M., Kaiser, P.K., Morioka, H., Minami, M., Maejima, T., Tasaka, Y., Kurose, H. (2007), "FLAC/PFC coupled numerical simulation of AE in large-scale underground excavation", International Journal of Rock Mechanics and Mining Sciences, Vol. 44, pp. 550-564. https://doi.org/10.1016/j.ijrmms.2006.09.013
- Chern, J.C., Shaio, F.Y., Yu, C.W. (1998), "An empirical safety criterion for tunnel construction", Regional Symposium on Sedimentary Rock Engineering, pp. 325-330, Taipei, Taiwan.
- Evert Hoek (2006), Practical Rock Engineering Course note, Rock mass properties, pp. 1-47.
- Hoek, E., Wood, D, Shah, S. (1992), "A modified Hoek-Brown criterion for jointed rock masses", Proc. rock characterization: Eurock'92, pp. 209-213.
- Hong, J.S., Lee, H.S., Lee, D.H., Kim, H.Y., Choi, Y.T., Park, Y.J. (2006), "Microseismic event monitoring of highly stressed rock mass around underground oil storage caverns", Tunnelling & Underground Space Technology, 21(3-4), pp. 292. https://doi.org/10.1016/j.tust.2005.12.151
- Ishida, T., Kanagawa, T., Kanaori, Y. (2010), "Source distribution of acoustic emissions during an in-situ direct shear test: Implications for an analog model of seismogenic faulting in an inhomogeneous rock mass", Engineering Geology, Vol. 110, No. 3-4, pp. 66-76. https://doi.org/10.1016/j.enggeo.2009.11.003
- ISRM (1981), "Basic geotechnical description of rock masses", Int. J. Rock Mech. Min. Sci. & Geomech. Abstr., Vol 18, pp. 85-110.
- Korean Tunnelling Association (2003), Theory and Practice of Tunnel, Goomi Book (in Korean). pp.309-354.
- Lars Olsson (2002), Observation systems with alarm thresholds and their use in designing underground facilities, SKB R-02-45, SKB. pp. 47
- Park, E.S., Shin, H.S. (2008), "Technical state of subsea tunnels-status and characteristics in domestic and overse", Journal of Korean Tunnelling Association, Vol. 9, No. 4, pp. 80-90.
- Park, S.H., Shin, Y.S., Bae, G.J., Ahn, M.W., Woo, S.B. (2007), "Back analysis technique for tunnel safety using critical strain concept", Korean Tunnelling Association Annual Conference, pp. 47-57.
- Sakurai, S. (1981), "Direct strain evaluation technique in construction of underground openings", Proc. 22nd US Symp. Rock Mech., Cambridge, Massachusetts, M.I.T., pp. 278-282.
- Sakurai, S. (1997), "Lessons learned from field measurement in tunnelling", Tunnelling and Underground Space Technology, Vol. 12, No. 4, pp. 453-460. https://doi.org/10.1016/S0886-7798(98)00004-2
- Sakurai, S., Kawashima, I., Otani, T. (1993), "A criterion for assessing the stability of tunnels", EUROCK '93, Lisboa, pp. 969-973.
- Singh, B., Goel, R.K. (1999), Rock mass classification: A practical approach in civil engineering, Elsevier, pp. 48-49.
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