Tunnel and Underground Space (터널과지하공간)

Korean Society for Rock Mechanics and Rock Engineering (한국암반공학회)
권호 표지
DOI QR코드

DOI QR Code

A study on the Correlation Between Orientation of Joint Sets and Location of Subsidence Zone in Subsidence Area

지반침하 발생지역에서의 절리군의 방향성과 침하발생 위치의 상관관계에 관한 연구

  • Kim, Byung-Ryeol (Dept. of Energy & Resources Engineering, Kangwon National University) ;
  • Lee, Seung-Joong (Dept. of Energy & Resources Engineering, Kangwon National University) ;
  • Choi, Sung-Oong (Dept. of Energy & Resources Engineering, Kangwon National University)
  • 김병렬 (강원대학교 에너지.자원공학과 대학원) ;
  • 이승중 (강원대학교 에너지.자원공학과 대학원) ;
  • 최성웅 (강원대학교 에너지.자원공학과 대학원)
  • Received : 2013.10.07
  • Accepted : 2013.10.28
  • Published : 2013.10.31
Download PDF
⟨ Previous Next ⟩

Abstract

Joint sets should be considered as an influence factor, when location of subsidence zone by stopes is predicted. And the mechanical properties and distribution patterns of joint set above stopes may be affecting subsidence occurrence. In this study, therefore, the orientation of joint sets is reanalyzed with the data from the previous research on prediction of defining the subsidence zone. From a correlated analysis, the influence of major joint set($J_1$) on subsidence location was analyzed by comparing the angle of assumption with the angle of major joint set($J_1$).

채굴적에 의한 지표에서의 지반침하발생 위치를 추정함에 있어, 절리군은 필수적으로 고려되어야하는 요소 중의 하나인 바, 각 절리군의 역학적 특성과 이들이 채굴적 상부 암반에 분포하는 양상은 지반침하발생을 가속시킬 수 있다. 따라서 본 연구에서는 침하발생 범위의 추정에 관한 선행연구의 근거자료로 이용된 자료 중 절리군의 방향성에 대한 조사정보의 신뢰성이 비교적 양호한 자료들을 선별하여 절리군의 방향성을 중심으로 지반침하 발생위치와의 상관관계를 재검토하였으며, 추정각과 침하 지역에 분포하는 주절리군 $J_1$의 경사각을 비교하여 주절리군 $J_1$이 침하에 미치는 영향을 분석하였다.

Keywords

References

  1. Brady, B. H. G. and Brown, E. T., 1985, Rock mechanics for underground mining, George Allen & Unwin., 527.
  2. Choi, S. O., Jeon, Y. S., Park, E. S., Jung, Y. B. and Chun, D. S., 2005a, Analysis of subsidence mechanism and development of evaluation program, Tunnel & Underground Space, 15, 3, 195-212.
  3. Choi, S. O., Shin, H. S. and Deb D., 2005b, Possibility analysis of sinkhole occurrences over abandoned mine area using fuzzy reasoning techniques, Symposium of ground subsidence survey, design and construction, Korea Institute of Geoscience, and Mineral Resources, 113-125.
  4. Choi, S. O., Kim, J. D. and Choi, G. S., 2009, Application of fuzzy reasoning method for prediction of subsidence occurrences in abandoned mine area, Tunnel & Underground Space, 19, 5, 463-472.
  5. Deb, D., Choi, S. O. and Shin, H. S., 2004, Analysis of sinkhole formation over abandoned mine using active-passive-active finite elements, Tunnel & Underground Space, 14, 6, 411-422.
  6. Han, K. C., Cheon, D. S., Ryu, D. W. and Park, S. G., 2007, Analysis of ground subsidence on Gyochon residential region of Muan city, Tunnel & Underground Space, 17, 1, 66-74.
  7. ISRM, 1978, Commission on Standardization of Laboratory and Field Tests. Suggested methods for the quantitative description of discontinuities in rock masses, Int. J. of Rock Mech. and Min. Sci., 15, 6, 319-368 https://doi.org/10.1016/0148-9062(78)91472-9
  8. Jung, Y. B., Song, W. K. and Kang, S. S., 2008, Development of subsidence hazard estimation method based on the depth of gangway, Tunnel & Underground Space, 18, 4, 272-279.
  9. Kim, B. R., Lee, S. J. and Choi, S. O., 2013, A study on the prediction of surface subsidence zone through the case studies on mined-out area, Tunnel & Underground Space, 23, 1, 33-41 https://doi.org/10.7474/TUS.2013.23.1.031
  10. Kim, J. W., Jeon, S. W. and Suh, Y. H., 2004, A study on the effect of underground openings on the stability of surface structures using scaled model tests, Tunnel & Underground Space, 14, 1, 43-53.
  11. Lee, H. J., Jung, Y. B. and Choi, S. O., 2008, An experimental study on the bulking factor of rock mass for subsidence behavior analysis, Tunnel & Underground Space, 18, 1, 33-43.
  12. Lee, S. J., Jung, Y. B. and Choi, S. O., 2008, A study on the volumetric expansion ratio of rock mass for subsidence behavior analysis II, Tunnel & Underground Space, 18, 6, 436-446.
  13. MIRECO, 1998, Basic survey report of ground stability on Gangneung region.
  14. MIRECO, 2000, Basic survey report of ground stability on Sinseong region.
  15. MIRECO, 2005a, Basic survey report of ground stability on Oeeo and Jaesan region.
  16. MIRECO, 2005b, Basic survey report of ground stability on Wangsan region.
  17. MIRECO, 2006a, Basic survey report of ground stability on Hongsan region of Buyeo district.
  18. MIRECO, 2006b, Basic survey report of ground stability on Ungcheon region of Boryeong city.
  19. MIRECO, 2007a, Basic survey report of ground stability on Boryeong mine.
  20. MIRECO, 2007b, Basic survey report of ground stability on Bukpyeong regoin of Jeongseon district.
  21. MIRECO, 2007c, Basic survey report of ground stability on Gangdong region of Gangneung city.
  22. MIRECO, 2007d, Basic survey report of ground stability on Deoksang region of Danyang district.
  23. MIRECO, 2009, Detailed survey report of ground stability on Cheongseong region.
  24. National Coal Board, 1975, Subsidence Engineer's Handbook, National Coal Board Mining Department, London, 111.
  25. Piggott, R. T. and Eynon, P., 1977, Ground movements arising from the presence of shallow abandoned mine workings, In Large Ground Movements & Structures, Pentech, 749-780.
  26. Ryu, D. W., Synn, J. H., Song, W. K., Kim, T. K. and Park, J. Y., 2007, A study on the evaluation method of subsidence hazard by a diffusion equation and its application, Tunnel & Underground Space, 17, 5, 372-380.

Cited by

  1. A Case Study of Site Investigation and Ground Stability Analysis for Diagnosis of Subsidence Occurrence in Limestone Mine vol.25, pp.4, 2015, https://doi.org/10.7474/TUS.2015.25.4.332