DOI QR코드

DOI QR Code

채굴적에 의한 지반침하 사례 분석을 통한 침하발생 범위의 추정에 관한 연구

A Study on the Prediction of Surface Subsidence Zone through the Case Studies on Mined-out Area

  • 김병렬 (강원대학교 에너지.자원공학과 대학원) ;
  • 이승중 (강원대학교 공과대학 에너지.자원공학과) ;
  • 최성웅 (강원대학교 공과대학 에너지.자원공학과)
  • 투고 : 2012.12.31
  • 심사 : 2013.02.05
  • 발행 : 2013.02.28

초록

폐광산에서의 지표침하의 영향범위를 추정하기 위하여 많이 적용되어 왔던 도식법은 수평탄층에서 흔히 발생하는 트러프형 침하의 영향범위를 추정하는데 그 적용성이 높은 것으로 알려져 왔다. 그러나 국내 광산의 광체들은 대부분 급경사이며, 침하 형태 또한 함몰형의 빈도가 상대적으로 높은 것으로 보고되고 있기 때문에, 국내 침하지에 도식법을 직접적으로 적용하는 것은 바람직하지 않다. 따라서 본 연구에서는 국내 폐광산 지역에서 발생한 총 163개의 지표침하 발생지에 대한 사례분석을 실시하여, 채굴적의 위치를 기준으로 광체의 경사방향 및 광체의 경사반대방향으로의 지표침하 발생범위를 규명하였다. 또한 이를 토대로 채굴적의 심도를 고려한 지표침하 발생범위에 대한 추정각을 산정하였으며, 기존의 도식법과의 비교분석 및 지표침하 발생 사례 적용분석을 통해 최종적으로 이 추정각의 범위를 제안하였다.

Graphical method has been widely applied to the prediction of subsidence area, and is known to have advantages in analysis of trough subsidence which is common in horizontally seamed mine area. However, it is reported that most of the ore bodies in Korea are geologically inclined from sub-horizontal to steep, and therefore, the sinkhole subsidence is frequent in abandoned mine area. For these reasons, it is not to be desired that graphical method is applied for predicting the subsidence occurrence. This paper describes the results of subsidence zone prediction considering the dip direction and the opposite direction of inclined ore bodies from the case studies on the 163 subsidence occurrence regions. The results show also the assumed angle which can define the range of subsidence in the surface area. In conclusion, the limit of this angle is suggested after taking into account the comparison with graphical method and the application to the case histories.

키워드

참고문헌

  1. Brady, B. H. G. & Brown, E. T., 1985, Rock mechanics for underground mining, George Allen & Unwin., 527.
  2. Kim, J. W., Jeon, S. W. and Suh, Y. H., 2004, A study on the effect of underground opeings on the stability of surface structures using scaled model tests, Tunnel & Underground Space, 14, 1, 43-53.
  3. 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.
  4. 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.
  5. 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.
  6. Deb, D., Choi, S. O. and Shin, H. S., 2004, Analysis of sinkhole formation over abandoned mine using activepassive- active finite elements, Tunnel & Underground Space, 14, 6, 411-422.
  7. Goel, S. C. and Page, C. H., 1982, An empirical method for predicting the probability of chimney cave occurrence over a mining area, Int. J. Rock Mech. and Mining Sci. & Geomech. Abst., 19, 6, 325-337. https://doi.org/10.1016/0148-9062(82)91367-5
  8. 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.
  9. 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.
  10. Lee, D. K., Jo, Y. D., Jung, Y. B. and Song, W. K., 2008, Characteristics analysis of mine subsidence in Korea by case investigation, KIGAM Bulletin, 12, 1, 1-10.
  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, 1997a, Basic survey report of ground stability on Jeomchon region.
  14. MIRECO, 1997b, Basic survey report of ground stability on Simpo-ri region.
  15. MIRECO, 1998, Basic survey report of ground stability on Gangneung region.
  16. MIRECO, 1999, Detailed survey report of ground stability on Simpo-ri region.
  17. MIRECO, 2000a, Basic survey report of ground stability on Samsu region.
  18. MIRECO, 2000b, Basic survey report of ground stability on Sinseong region.
  19. MIRECO, 2001a, Basic survey report of ground stability on Hwadong region.
  20. MIRECO, 2001b, Basic survey report of ground stability on Oesan region.
  21. MIRECO, 2002a, Basic survey report of ground stability on Hogye region.
  22. MIRECO, 2002b, Basic survey report of ground stability on Nongam region.
  23. MIRECO, 2003, Basic survey report of ground stability on Goyo region.
  24. MIRECO, 2004a, Basic survey report of ground stability on Buk-myeon region.
  25. MIRECO, 2004b, Basic survey report of ground stability on Jeongam region.
  26. MIRECO, 2004c, Basic survey report of ground stability on Mitan region of Jungdong district.
  27. MIRECO, 2005a, Basic survey report of ground stability on Macha region of Yeongwol distirct.
  28. MIRECO, 2005b, Basic survey report of ground stability on Misan region.
  29. MIRECO, 2005c, Basic survey report of ground stability on Mungok region.
  30. MIRECO, 2005d, Basic survey report of ground stability on Oeeo and Jaesan region.
  31. MIRECO, 2005e, Basic survey report of ground stability on Wangsan region.
  32. MIRECO, 2006a, Basic survey report of ground stability on Buljeong region of Mungyeong city.
  33. MIRECO, 2006b, Basic survey report of ground stability on Hongsan region of Buyeo district.
  34. MIRECO, 2006c, Basic survey report of ground stability on Ungcheon region of Boryeong city.
  35. MIRECO, 2006d, Detailed survey reoprt of ground stability on Buk-myeon region of Jeongseon district.
  36. MIRECO, 2007a, Basic survey report of ground stability on Boryeong mine.
  37. MIRECO, 2007b, Basic survey report of ground stability on Bukpyeong regoin of Jeongseon district.
  38. MIRECO, 2007c, Basic survey report of ground stability on Dojik region of Gangneung city.
  39. MIRECO, 2007d, Basic survey report of ground stability on Gangdong region of Gangneung city.
  40. MIRECO, 2007e, Basic survey report of ground stability on Hadong region of Yeongwol district.
  41. MIRECO, 2007f, Basic survey report of ground stability on Nam-myeon regoin of Jeongseon district.
  42. MIRECO, 2007g, Basic survey report of ground stability on Nawon region of Boryeong city.
  43. MIRECO, 2007h, Basic survey report of ground stability on Yeonsu copper mine.
  44. MIRECO, 2007i, Basic survey reporty of ground stability on Deoksang region of Danyang district.
  45. MIRECO, 2008, Basic survey report of ground stability on Cheongyang mine.
  46. MIRECO, 2009, detailed survey report of ground stability on Cheongseong region.
  47. National Coal Board, 1975, Subsidence Engineer's Handbook, National Coal Board Mining Department, London, 111.
  48. 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.
  49. Ren, G., Reddish, D. J. and Whittaker, B. N., 1987, Mining subsidence and displacement prediction using influence function methods, Mining Science and Technology, 5, 89-104. https://doi.org/10.1016/S0167-9031(87)90966-2
  50. Ren, G., Reddish, D. J. and Whittaker, B. N., 1989, Mining subsidence and displacement prediction using influence function methods for steep seams, Mining Science and Technology, 8, 235-252. https://doi.org/10.1016/S0167-9031(89)90393-9
  51. Rom, H., 1964, A limit angle system, Mitt. Markscheidew., 71, 197-199.
  52. 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.

피인용 문헌

  1. Characteristics of Subsidence above a Shallow Tunnel Excavated in Weathered Rock Mass vol.23, pp.5, 2013, https://doi.org/10.7474/TUS.2013.23.5.337
  2. A study on the Correlation Between Orientation of Joint Sets and Location of Subsidence Zone in Subsidence Area vol.23, pp.5, 2013, https://doi.org/10.7474/TUS.2013.23.5.392