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NTIS 바로가기터널과 지하공간: 한국암반공학회지 = Tunnel and underground space, v.32 no.2, 2022년, pp.107 - 119
김형목 (세종대학교 지구자원시스템공학과) , 남명진 (세종대학교 지구자원시스템공학과) , 박의섭 (한국지질자원연구원 국토지질연구본부 심층처분환경연구센터)
Excavation-Disturbed Zone (EDZ) is an important design factor in constructing final disposal facilities for spent nuclear fuel, since EDZ affects mechanical stability including a spacing between disposal holes, and the hydraulic properties within EDZ plays a significant role in estimating in-flow ra...
Birkholzer, J.T., Tsang, C.F., Bond, A.E., Hudson, J.A., Jing, L., and Stephansson, O., 2019, 25 years of DECOVALEX - Scientific advances and lessons learned from an international research collaboration in coupled subsurface processes. Int. J. Rock Mechanics and Mining Sciences, 122: 103995.
Follin, S., Koskinen, L., Sukkanen, J., Riihiluoma, N., Kantia, P., Kiuru, R., and Mustonen, S., 2021, Characterisation of EDZ for final disposal facility of spent nuclear fuel in Olkiluoto, Posiva 2021-16. Posiva Oy. Olkilouto, Finland.
Heikkinen, E., Kantia, P., Kiuru, R., and Riihiluoma, N., 2021, EDZ Study Area in ONK-TKU-3620: Geophysical tests conducted between 2012 and 2014. Posiva Working Report 2017-53, Posiva Oy. Olkilouto, Finland.
Kim, H.M., Ryu, D.W., and Synn, J.H., 2008, In-Situ Evaluation Technique for Hydraulic Conductivity in Excavation Disturbed Zone (EDZ), TUNNEL & UNDERGROUND SPACE, 18(2): 91-97.
Kim, H.M. and Park, E.S. 2020, Review of Numerical Approaches to Simulate Time Evolution of Excavation-Induced Permeability in Argillaceous Rocks, TUNNEL & UNDERGROUND SPACE, 30(6): 519-539.
Kiuru, R., Heikkine, E., Jacobsson, L., and Kovacs, D., 2021, EDZ Study Area in ONK-TKU-3620: Petrophysical, rock mechanics, and petrographical testing and analysis conducted on drill core specimens between 2104 and 2016. Posiva Working Report 2017-56, Posiva Oy. Olkilouto, Finland.
KORAD, 2021, News Letter for high-level radioactive wastes. KORAD TI 2021-03.
Kwon, S. and Min, K.B., 2020, An Introduction to the DECOVALEX-2019 Task G: EDZ Evolution - Reliability, Feasibility, and Significance of Measurements of Conductivity and Transmissivity of the Rock Mass, TUNNEL & UNDERGROUND SPACE, 30(4): 306-319.
Kwon, S.K. and Cho, W.J., 2007, Investigation of excavation disturbed zone around a tunnel by blasting, Explosives & Blasting, 25(1): 15-29.
Lee, C., Kwon, S., Choi, J.W., and Jeon, S., 2011, An Estimation of the Excavation Damaged Zone at the KAERI Underground Research Tunnel, TUNNEL & UNDERGROUND SPACE, 21(5): 359-369.
Mustonen, S., Mellanen, S., Lehtimake, T., and Heikkinen E., 2010, EDZ09 Project and related EDZ studies in Onkalo 2008-2010. Working Report 2010-27, Posiva Oy, Olkiluoto, Finland.
Posiva SKB., 2017, Safety functions, performance targets and technical design requirements for a KBS-3V repository. Conclusions and recommendations from a joint SKB and Posiva working group, Posiva SKB Report 01, Posiva Oy, Olkiluoto, Finland and Svensk Karnbranslehantering AB, Stockholm, Swenden.
Reyes-Montes, J. and Flynn, W., 2021, EDZ study area in ONK-TKU-3620: Seismic cross-hole tomography, Posiva Working Report 2015-24, Posiva Oy, Olkiluoto, Finland
Um, J.-G. and Hyun, S.G., 2022, Rock Mechanics Site Characterization for HLW Disposal Facilities, Econ. Environ. Geol. 2022 Feb; 55(1): 1-17.
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