Evaluation of the Deformational Behavior of the Underground Research Tunnel in KAERI

원자력연구소 내 지하처분연구시설의 암반 거동 예측

  • 권상기 (한국원자력연구소 방사성폐기물처분연구팀) ;
  • 조원진 (한국원자력연구소 방사성폐기물처분연구팀)
  • Published : 2005.04.01

Abstract

Keywords

References

  1. 권상기, 박정화, 조원진, 2004a, 원자력연구소내 지하처분 연구시설 부지의 지반 특성, KAERI/TR-2805/2004
  2. 권상기, 박정화, 조원진, 2004, 원자력연구소내 지하처분연구 시설 건설을 위한 지반조사 및 개념설계, 터널과 지하공간, 14. 175-187
  3. 권상기, 조원진, 2004, 지하처분연구시설에 대한 3차원 터널 안정성 해석, 터널과 지하공간, 14. 188-202
  4. 권상기, 김경수, 박정화, 조원진, 2004b, 원자력연구소내 처분지하연구시설에 대한 3차원 구조 안정성 해석, KAERI/TR-2688/2004
  5. 오문열, 1995, 암반정수에 의한 발파진동속도 추정에 관한 연구, 한양대학교 토목공학과 박사학위 논문
  6. 이영남 등, 1997, 고준위 방사성폐기물 처분 시스템 엔지니어링 연구, 지하처분 모의시험시설의 부지특성 규명연구, 현대건설기술연구소 용역보고서, KAERI/CM-075/96
  7. 조원진, 박정화, 권상기, 2004a, 소규모 지하처분연구시설 기본설계, KAERI/TR-2769/2004
  8. 조원진, 박정화, 권상기, 2004b, 소규모 지하처분연구시설 기본설계, KAERI/TR-2769/2004
  9. 최미진, 김원범, 양형식, 2004, 횡등방성 암석의 침식에 따른 초기응력비 변화의 수치해석 연구, 터널과 지하공간, 14, 339-344
  10. Asef, M.R, D.J. Reddish, P.W. Lloyd, Mitri et al., 2000, Rock-support interaction analysis based on numerical modeling. Geotech Geol. Eng. 18, 23-37 https://doi.org/10.1023/A:1008968013995
  11. Aydan, O. and Dalgic, S., 1998. Prediction of deformation behaviour of 3-lanes Bolu tunnels through squeezing rocks of North Anatolian fault zone(NAFZ), Proc. Regional Symp. Sedimentray Rock Engineering., Taipei, 228-233
  12. Barton, N., 2000, TBM tunneling in jointed and faluted rock. Rotterdam, Balkema
  13. Barton, N., 2002, Some new Q-value correlations to assist in site characterizationand tunnel design, Int. J. Rock Mech. Min. Sci. 39, 185-216 https://doi.org/10.1016/S1365-1609(02)00011-4
  14. Barton, N., R. Lien, and J.Junde, 1974, Engineering classification of rock masses for the design of tunnel support. Rock Mech. 189-236
  15. Barton, N., 1995, The influence of joint properties in modeling of jointed rock masses. Keynote lecture, 8th Congress of ISRM, Tokyo, Vol. 3. Rotterdam: Balkema
  16. Bieniawski, Z.T., 1978, Determining rock mass deformabilityexperience from histories, Int. J. Rock Mech., Min. Sci. 15, 237-247 https://doi.org/10.1016/0148-9062(78)90956-7
  17. Bieniawski Z.T., 1984, Rock mechanics design in mining and tunneling, A.A. Balkema, Rotterdam
  18. Fossum, A.F., 1985, Effective elastic properties for a randomly jointed rock mass, Int. J. Rock Mech. Min. Sci. 22, 467-470 https://doi.org/10.1016/0148-9062(85)90011-7
  19. Gardner WS. 1987, Design of drilled piers in the Atlantic piedmone. In:Smith RE, editor. Foundations and excavations in decomposed rock of the piedmont province, GPS ASCE, 9, 62-86
  20. Grimstad, E. and N.Barton, 1993, Updating the Q-system for NMT. Proceedings of the International Symposium on Sprayed Concrete, Fagemes, Norway, 1993. Norwegian Concrete Association, Oslo, 20
  21. Hoek E., C.Carranza_Torres and B. Corkum., 2002, HoekBrown failre criterion-2002 edition. In: Proceedings of the Fifth North American Rock Mechanics Symposium, Toronto, Canada, 1, 267-273
  22. Hoek, E. and E.T. Brown, 1980, Underground Excavations in Rock. The Institution of Mining Metallurgy, London
  23. Hoek, E. and E.T. Brown, 1997, Practical estimates of rock mass strength. Int. J. Rock Mech. Min. Sci. 34, 11 65-86
  24. Hoek, E. and E.T.Brown, 1988, The Hoek-Brown failure criterion-a 1988 update. In: Curran JC, editor. Rock engineering for underground excavations. Proceedings of the 15th Canadian Rock Mechanics Symposium, Toronto, Canada, 31-38
  25. Kaiser, P.K., C. NacKay and A.D. Gale, 1986, Evaluation of Rock Classifications at B.C. Rail Tumbles Ridge Tunnels, Rock Mech. Rock Eng. 19, 205-234 https://doi.org/10.1007/BF01039996
  26. Kalamaris, G.S. and Z.T. Bieniawski, 1995, A rock mass strength concept for coal incorporating the effect of time, Proc. 8th Int. Congo Rock Mechanics. ISRM. Rotterdam: Balkema. 1, 295-302
  27. Kayabasi, A., C.Gokceoglu, M.Ercanoglu, 2003, Estimating the deformation modulus of rock masses: a comparative study, lnt. J. Rock Mech. Min. Sci., 40, 5-63
  28. Kulhawy, F.H., 1978, Geomechanical model for rock foundation settlement. J. Geotech Eng. ASCE, 104, 211-227
  29. Nicholson, G.A. and Z.T. Bieniawski, 1990, A nonlinear deformation modulus based on rock mass classification. Int. J. Min. Geol. Eng. 8, 181-202 https://doi.org/10.1007/BF01554041
  30. Rammamurthy, T., 1986, Stability of rock masses. Indian Geomechanics Journal, 16, 1-74
  31. Serafim, J.L. and J.P. Pereira, 1983, Consideration of the geomechanics classification of Bieniawski. Proceedings fo the International Symposium on Engineering Geology and Underground Constructions, 1133-11 44
  32. Sheorey, P.R., 1997, Empirical rock failure criteria, A.A. Balkema, Rotterdam, Netherlands, 176
  33. Trueman, R., 1988, An evaluation of strate support technique in dual life gateroads, Ph.D. Thesis, Univ. of Wales
  34. Zhang L. and H.H.Eistein, 2004, Using RQD to estimate the deformation modulus of rock masses, Int. J. Rock Mech. Min. Sci., 41, 337-341 https://doi.org/10.1016/S1365-1609(03)00100-X