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2023 Vol.33, Issue 5 Preview Page

Technical Note

31 October 2023. pp. 312-338
Abstract
References
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Andersson, C.J., 2007, Rock Mass Response to Coupled Mechanical Thermal Loading Äspö Pillar Stability Experiment, Sweden. Doctoral Thesis. Division of Soil and Rock Mechanics, Royal Institute of Technology, Stockholm, Sweden. ISSN 1650-9501.
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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.
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Hagros, A., 2006, Host Rock Classification (HRC) system for nuclear waste disposal in crystalline bedrock.PhD thesis, Department of Geology, University of Helsinki.
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Holmberg, M. and Stille, H., 2007, Observationsmetodens grunder och dess tillämpning på design av konstruktioner i berg, Stiftelsen Svensk Bergteknisk Forskning/Swedish Rock Engineering Research.
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Peck, R.B., 1969, Advantages and limitations of the observational method in applied soil mechanics, Geotechnique, 19(2), 171-187. 10.1680/geot.1969.19.2.171
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POSIVA, 2013, Site Engineering Report, POSIVA 2012-23.
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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.
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SKB, 2001, Rock stability considerations for siting and constructing a KBS-3 repository: Based on experiences from Äspö HRL, AECL's URL, tunnelling and mining. TR-01-38.
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SKB, 2005, Preliminary assessment of potential underground stability (wedge and spalling) at Forsmark, Simpevarp and Laxemar sites. R-05-71.
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SKB, 2006, Using observations in deposition tunnels to avoid intersections with critical fractures in deposition holes, R-06-54.
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SKB, 2007a, Construction experiences from underground works at Forsmark, R-07-10.
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SKB, 2007b, Final repository facility Underground design premises/D2, R-07-33.
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SKB, 2008, Injekteringen av TASS-tunneln. Delresultat t o m september 2008, R-08-123.
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SKB, 2009a, Underground Design Forsmark, Layout D2, R-08-116.
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SKB, 2009c, Site engineering report Forsmark Guidelines for underground design Step D2, R-08-83.
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SKB, 2009d, Strategy for thermal dimensioning of the final repository for spent nuclear fuel, R-09-04.
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SKB, 2010a, Design, construction and initial state of the underground openings, TR-10-18.
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SKB, 2010b, Full perimeter intersection criteria. Definitions and implementations in SR-Site, TR-10-21.
Information
  • Publisher :Korean Society for Rock Mechanics and Rock Engineering
  • Publisher(Ko) :한국암반공학회
  • Journal Title :Tunnel and Underground Space
  • Journal Title(Ko) :터널과 지하공간
  • Volume : 33
  • No :5
  • Pages :312-338
  • Received Date : 2023-09-08
  • Revised Date : 2023-10-09
  • Accepted Date : 2023-10-10