Acknowledgement
본 연구는 한국지질자원연구원의 기본사업인 '심지층 개발과 활용을 위한 지하심부 특성평가 기술개발(과제코드 GP2020-010)'의 일환으로 수행되었습니다.
References
- Ahn, J.S., Kang, K.N., Song, K.I., and Kim, B.C., 2018, A numerical study on the characteristics of small underground cavities in the surrounding old water supply and sewer pipeline, Journal of Korean Tunnelling and Underground Space Association, 20, 287-303. https://doi.org/10.9711/KTAJ.2018.20.2.287
- Cappa, F., Rutqvist J., and Yamamoto, K., 2009, Modeling crustal deformation and rupture processes related to upwelling of deep CO2-rich fluids during the 1965-1967 Matsushiro earthquake swarm in Japan, Journal of Geophysical Research, 114, B10304.
- Chang, S.H., Lee, G.P., Choi, S.W., and Bae, G.J., 2011, State of the art of segment lining in shield tunnel and statistical analysis of its key design parameters, Tunnel and Underground Space, 21, 427-438. https://doi.org/10.7474/TUS.2011.21.6.427
- Choo, J., Lee D.H., and Noh, E.C., 2022, Characteristics of defect on segmental lining of TBM tunnel in operational subway, Journal of Korean Tunnelling and Underground Space Association, 24, 109-128. https://doi.org/10.9711/KTAJ.2022.24.1.109
- Dushimimana, A., Niyonsenga, A.A., and Nzamurambaho, F., 2021, A review on strength development of high performance concrete, Construction and Building Materials, 307, 124865.
- Heo, S.M., Jung H., and Lee, S.W., 2018, Waterproofing performance evaluation according to each waterproofing material due to segment construction error, Journal of Korean Tunnelling and Underground Space Association, 20, 1023-1037. https://doi.org/10.9711/KTAJ.2018.20.6.1023
- Hwang, Y.S., Seo E.J., and Kang, C.H., 2004, Groundwater flow analysis for a rock cavern type radwaste repository, Tunnel and Underground Space, 14, 203-214.
- Itasca, 2023, FLAC3D (Fast Lagrangian Analysis of Continua in 3 Dimensions) software, http://www.itascacg.com/software/flac3d [Accessed August 2, 2023].
- Jeon, J.K., Jeon, C.K., Kim, N.Y., Kim S.M., and Lee, J.E., 2006, A study on controlling of cracks occurred at crown of tunnel concrete lining using model test, Journal of Korean Tunnelling and Underground Space Association, 8, 227-235.
- Jung, Y., Pau, G.S.H., Finsterle, S., and Doughty, C., 2018, TOUGH3 user's guide, Lawrence Berkeley National Laboratory, California.
- Kim, Y.D., Kong, M.T., Hwang, B.H., and Kim, S.H., 2018, An experimental study on the operation mode of rapid flooding protection system in tunnel, Journal of Korean Tunnelling and Underground Space Association, 20, 1147-1159. https://doi.org/10.9711/KTAJ.2018.20.6.1147
- LBNL (Lawrence Berkeley National Laboratory), 2023, TOUGH software, https://tough.lbl.gov/software/tough3 [Accessed August 2, 2023].
- Lindstrom, M. and Kveen, A., 2005, Tunnel investigation and groundwater control, Publication no. 107, Norwegian public roads administration, Trondheim.
- MOLIT (Ministry of Land, Infrastructure and Transport), 2016, Korean highway bridge design code (limit state design), MOLIT, Sejong.
- MOLIT (Ministry of Land, Infrastructure and Transport), 2021, General requirements and the analysis and design of reinforced concrete, MOLIT, Sejong.
- Persson, B., 1999, Poisson's ratio of high-performance concrete, Cement and Concrete Research, 29, 1647-1653. https://doi.org/10.1016/S0008-8846(99)00159-3
- Pruess, K., 2004, The TOUGH codes - a family of simulation tools for multiphase flow and transport processes in permeable media, Vadose Zone Journal, 3, 738-746. https://doi.org/10.2113/3.3.738
- Rutqvist, J., Barr, D., Birkholzer, J.T., Chijimatsu, M., Kolditz, O., Liu, Q., Oda, Y., Wang, W., and Zhang, C., 2008a, Results from an international simulation study on coupled thermal, hydrological, and mechanical (THM) processes near geological nuclear waste repositories, Nuclear Technology, 163, 101-109. https://doi.org/10.13182/NT08-A3974
- Rutqvist, J., Birkholzer J.T., and Tsang, C.F., 2008b, Coupled reservoir-geomechanical analysis of the potential for tensile and shear failure associated with CO2 injection in multilayered reservoir-caprock systems, International Journal of Rock Mechanics and Mining Sciences, 45, 132-143. https://doi.org/10.1016/j.ijrmms.2007.04.006
- Rutqvist, J., Barr, D., Datta, R., Gens, A., Millard, A., Olivella, S., Tsang, C.F., and Tsang, Y., 2005, Coupled thermal-hydrological-mechanical analysis of the Yucca Mountain Drift Scale Test - comparison of field results to predictions of four different models, International Journal of Rock Mechanics and Mining Sciences, 42, 680-697. https://doi.org/10.1016/j.ijrmms.2005.03.008
- Rutqvist, J., Birkholzer, J., Cappa, F., and Tsang, C.F., 2007, Estimating maximum sustainable injection pressure during geological sequestration of CO2 using coupled fluid flow and geomechanical fault-slip analysis, Energy Conversion and Management, 48, 1798-1807. https://doi.org/10.1016/j.enconman.2007.01.021
- Rutqvist, J., Birkholzer, J., Cappa, F., Oldenbuerg, C., and Tsang, C.F., 2006, Shear-slip analysis in multiphase fluid-flow reservoir engineering applications using TOUGH-FLAC, Proceedings of the TOUGH Symposium 2006, Lawrence Berkeley National Laboratory, Berkeley, California, (Electronic resource).
- Rutqvist, J., Wu, Y.S., Tsang, C.F., and Bodvarsson, G., 2002, A modeling approach for analysis of coupled multiphase fluid flow, heat transfer, and deformation in fractured porous rock, International Journal of Rock Mechanics and Mining Sciences, 39, 429-442. https://doi.org/10.1016/S1365-1609(02)00022-9
- Shim, H.J., Park, T.J., Jeong, W.C., Kim, H.Y., and Choi, Y.T., 2010, Estimation of water leak rate in the underground oil storage cavern, Tunnel and Underground Space, 20, 233-240.
- Shin, J.H., Shin, Y.S., Park, D.I., Chae, S.E., and Choi, K.H., 2009, A study on hydraulic behaviour and leakage control of segment linings using the numerical method, Journal of Korean Tunnelling and Underground Space Association, 11, 131-140. https://doi.org/10.9711/KTAJ.2009.11.2.131
- Touhidi-Baghini, A., 1998, Absolute permeability of Mcmurray formation oil sands at low confining stresses, Ph.D. dissertation, University of Alberta, Canada.