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NTIS 바로가기터널과 지하공간: 한국암반공학회지 = Tunnel and underground space, v.33 no.5, 2023년, pp.312 - 338
임주휘 (현대건설 기술연구원) , 정재훈 (현대건설 기술연구원) , 전석원 (서울대학교 에너지자원공학과) , 송기일 (인하대학교 사회인프라공학과) , 신영진 (현대건설 기술연구원)
The underground disposal facility for spent nuclear fuel demands a specialized design, distinct from conventional practices, to ensure long-term thermal, mechanical, and hydraulic integrity, preventing the release of radioactive isotopes from high-temperature spent nuclear fuel. SKB has established ...
Andersson, C.J., 2007, Rock Mass Response to Coupled Mechanical Thermal Loading Aspo Pillar Stability Experiment, Sweden. Doctoral Thesis. Division of Soil and Rock Mechanics, Royal Institute of Technology, Stockholm, Sweden. ISSN?1650-9501.
Grimstad, E. and Barton, N., 1993, Updating the Q-system for NMT, In Proceedings of the International Symposium on Sprayed?Concrete-Modern use of wet mix sprayed concrete for underground support, Fagemes, Oslo, Norwegian Concrete?Association.
Hagros, A., 2006, Host Rock Classification (HRC) system for nuclear waste disposal in crystalline bedrock.PhD thesis, Department?of Geology, University of Helsinki.
Holmberg, M. and Stille, H., 2007, Observationsmetodens grunder och dess tillampning pa design av konstruktioner i berg,?Stiftelsen Svensk Bergteknisk Forskning/Swedish Rock Engineering Research.
Peck, R.B., 1969, Advantages and limitations of the observational method in applied soil mechanics, Geotechnique, 19(2), 171-187.
POSIVA, 2013, Site Engineering Report, POSIVA 2012-23.
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, 1.
SKB, 2001, Rock stability considerations for siting and constructing a KBS-3 repository: Based on experiences from Aspo HRL,?AECL's URL, tunnelling and mining. TR-01-38.
SKB, 2005, Preliminary assessment of potential underground stability (wedge and spalling) at Forsmark, Simpevarp and Laxemar?sites. R-05-71.
SKB, 2006, Using observations in deposition tunnels to avoid intersections with critical fractures in deposition holes, R-06-54.
SKB, 2007a, Construction experiences from underground works at Forsmark, R-07-10.
SKB, 2007b, Final repository facility Underground design premises/D2, R-07-33.
SKB, 2008, Injekteringen av TASS-tunneln. Delresultat t o m september 2008, R-08-123.
SKB, 2009a, Underground Design Forsmark, Layout D2, R-08-116.
SKB, 2009b, Underground Design Forsmark, Layout D2: Rock Mechanics and Rock Support, R-08-115.
SKB, 2009c, Site engineering report Forsmark Guidelines for underground design Step D2, R-08-83.
SKB, 2009d, Strategy for thermal dimensioning of the final repository for spent nuclear fuel, R-09-04.
SKB, 2010a, Design, construction and initial state of the underground openings, TR-10-18.
SKB, 2010b, Full perimeter intersection criteria. Definitions and implementations in SR-Site, TR-10-21.
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