Evaluation of Rock Damage Zone Using Seismic Logging Method

탄성파 점층법을 이용한 암반손상대 평가

  • Published : 2006.02.01

Abstract

Development of structures such as slope and tunnel, waste disposal, oil and LPG storages, and underground power house and so on, is increasing with the year. The method for appropriate estimation of rock state such as fresh or damaged rocks is also requested with increasing structural development. On these purposes, seismic logging system, which is a simple and easy way for handling as well as small and light, has been developed. Seismic logging method is one of logging tests, which is able to evaluate the state of rock mass with various shapes and is possible to obtain the relatively accuracy data at situ state. In addition, seismic logging method is at to apply to estimate structural behavior, before and after support installed. According to the results obtained from this study, firstly, it is clear that the extent of damage in rock slope due to blasting is able to be evaluated with quantity using seismic logging method, moreover to decide the damage zone in rock slope reasonably. Secondly, it is expected that installing depth of support is able to be decided more effectively and economically, using the results of seismic logging data. Finally, seismic logging method is also able to be applied safety supervision of structures, before and after support installed.

도로 확충으로 인한 도로 사면 및 터널 시공의 증가, 핵폐기물, 원유, LPG 저장을 위한 지하 저장 비축기지 개발, 지하 발전소의 개발 등이 갈수록 증가하고 있다. 이들 구조물 개발의 증가와 함께 구조물 주위를 구성하고 있는 암반의 상태를 적절하게 판단할 수 있는 방법도 필요하게 되었다. 이러한 목적에 기인하여 작고 가벼우면서 사용이 간편한 탄성파 검층 시스템을 개발하였다. 탄성파 검층법은 다양한 형태의 암반 상태를 평가하기 위하여 사용될 수 있는 검층법 중의 하나로써 원위치에서 비교적 간편하게 정밀한 자료를 수집할 수 있다. 또한 탄성파 검층법은 지보재가 설치되기 전후 구조물의 거동을 평가하는데도 유용하게 사용될 수 있다. 본 연구를 통하여 얻은 결과에 의하면 첫째, 탄성파 검층법을 이용하여 화약발파로 인한 암반사면 내의 손상 정도를 정량적으로 평가하는 것이 가능하였으며, 암반사면 내의 손상대 범위도 합리적으로 결정할 수 있었다. 둘째, 탄성파 검층의 조사 결과를 이용하면 지보재의 설치 심도를 보다 효과적이고 경제적으로 결정할 수 있을 것으로 기대된다. 마지막으로, 탄성파 검층법은 지보재의 설치 전후에 대한 구조물의 안전 관리에도 적용될 수 있을 것으로 사료된다.

Keywords

References

  1. 김낙경, 2000, 점토지반에 설치된 앵커의 하중전이에 관한 연구, 한국지반공학회지, 16, 145-155
  2. 김낙경, 2001, 인장형 앵커와 압축형 앵커의 하중전이에 관한 연구, 한국지반공학회지, 17, 59-68
  3. 김래현, 이기환, 이우진, 김대규, 김낙경, 2002, 현장시험에 의한 그라운드 앵커 시스템의 크리프 및 단기거동 특성연구, 대한토목학회지, 22, 585-594
  4. 민경덕, 서정희, 권병두, 1989, 응용지구물리학, 우성문화사, 서울
  5. 일본화학공업회, 2001, 일반화약학, 일본화약공업회 자료편집부
  6. 헌병구, 1994, 물리탐사용어사전, 선일출판사, 서울
  7. Al-Sadi, H.N., 1980, Seismic exploration, Birkhauser Verlag, Basel
  8. Bawden, W.F., Hyett, A.J. and Lausch, P., 1992, An experimental procedure for the in situ testing of cable bolts, International Journal of Rock Mechanics andMining Sciences & Geomechanics Abstracts, 29, 525-533 https://doi.org/10.1016/0148-9062(92)92635-P
  9. Hirata, A., Kokaji, S., Fujita, M., Akamine, A., Fujita, M. and Goto, T., 2003, Dilation stress in borehole induced by a spiral anchor, Proceedings of the 3rd International Symposium on Rock Stress, Balkema, Rotterdam, 499-505
  10. Hirata, A., Kokaji, S., Kang, S.S. and Goto, G., 2005, Study on the estimation of the axial resistance of spiral bar based on interaction with ground, Journal of the Mining and Materials Processing Institute of Japan, MMIJ, 121, 370-377 https://doi.org/10.2473/shigentosozai.121.370
  11. Hudson, J.A,. 1989, Rock mechanics principles in engineering practice, CIRIA, London, 40-47
  12. Hyett, A.J., Bawden, W.F., Macsporran, G.R. and Moosavi, M., 1995, A constitutive law for bond failure of fully-grouted cable bolts using a modified Hoek cell, International Journal of Rock Mechanics and Mining Sciences & Geomechanics Abstracts, 32, 11-36 https://doi.org/10.1016/0148-9062(94)00018-X
  13. Inaba, T., 1995, Expansive demolition agent method of rock using shape memory arroy, Ph.D. thesis, Sojo University
  14. Indraratna, B. and Kaiser, P.K., 1990, Design for grouted rock bolts based on the convergence control method, International Journal of Rock Mechanics and Mining Sciences & Geomechanics Abstracts, 27, 269-281 https://doi.org/10.1016/0148-9062(90)90529-B
  15. Ito, F., Nakahara, F., Kawano, R., Kang, S.S. and Obara, Y., 2001, Visualization of failure in a pull-out test of cable bolts using X-ray CT, Construction and Building Materials, 15, 263-270 https://doi.org/10.1016/S0950-0618(00)00075-1
  16. Jeng, F.-S. and Huang, T.-H., 1999, The holding mechanism of under-reamed rockbolts in soft rock, International Journal of Rock Mechanics and Mining Sciences, 36, 761-775 https://doi.org/10.1016/S0148-9062(99)00045-5
  17. Oreste, P.P. and Peila, D., 1996, Radial passive rock bolting in tunnelling design with a new convergenceconfinement model, International Journal of Rock Mechanics and Mining Sciences & Geomechanics Abstracts, 33, 443-454 https://doi.org/10.1016/0148-9062(96)00009-5
  18. Steeples, D.W. and Miller, R.D., 1990, Seismic reflection methods applied to engineering, environmental, and ground water problems: Geotechnical and Environmental Geophysics, Society of Exploration Geophysicists
  19. Tannant, D.D., Brummer, R.K. and Yi, X., 1995, Rockbolt behavior under dynamic loading: Field tests and modeling, International Journal of Rock Mechanics and Mining Sciences & Geomechanics Abstracts, 32, 537-550 https://doi.org/10.1016/0148-9062(95)00024-B
  20. Yazici, S. and Kaizer, P.K., 1992, Bond strength grouted cable bolts, International Journal of Rock Mechanics and Mining Sciences & Geomechanics Abstracts, 29, 279-292 https://doi.org/10.1016/0148-9062(92)93661-3