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Environmental Approach to Blasting Effect on the Surrounding Area when the Mine Blasting

광산 발파 시 인근지역에 미치는 발파영향에 대한 환경적 접근

  • Jeong, Beonghun (Department of Civil Engineering, Sangji University) ;
  • Lee, Seungho (Department of Civil Engineering, Sangji University)
  • Received : 2015.08.19
  • Accepted : 2015.11.10
  • Published : 2015.12.01

Abstract

Since blasting noise is impact noise, it will give a sudden shock to the human. In the case, such as the blast vibration, it has given aging buildings and livestock great damage to move the vibration along ground in nearby regions. In this study, the influence of the blasting generated during excavation was analyzed for effects on regional. A couple of field and laboratory surveys about geological were carried out to figure out the geological ratio in the study-performed area. Blast vibration noise was compared to the domestic and abroad case studies and each of the institutions permissible standards established the most appropriate criteria in site condition. The vibration velocity of blasting vibration exploits the values which were measured from test blasting on the ground in order to examine blasting effect. Considering the blasting point as the shortest distance from safety facilities (farms, private houses, etc.), the examination of the influence range, which was derived from the vibration velocity of blasting vibration, was performed to figure out how the point affected the safety facilities. Three-dimensional numerical analysis was performed a time history analysis in order to analyze the behavior of the structure for a dynamic blast load, which was determined in three directions of the blast vibration value. The results of three-dimensional numerical analysis and the blasting effect of blasting vibration estimation equation blasting vibration of impact circle with accompanying test blasting were compared. And the analysis confirmed similar results figures.

발파소음은 충격음이기 때문에 인체에 갑작스런 충격을 주며, 발파진동과 같은 경우에는 지반을 따라 진동이 이동하여 인근 주변의 노화된 건물, 가축과 인체에도 큰 피해를 끼칠 수 있다. 본 연구에서는 광산 굴착 시 발생하는 발파영향이 인근지역에 미치는 영향에 대하여 분석하였다. 연구대상 지역의 지반현황을 파악하기 위해 지질조사, 현장시험과 실내시험 등의 지반조사를 수행하였다. 발파진동소음에 대해서는 국내 외 적용사례와 각 기관별 허용기준을 비교하여 현장조건에 가장 적합한 기준을 설정하였다. 발파영향을 검토하기 위해 발파진동 추정 식은 현장에서 시험발파를 수행하여 측정된 발파진동 값을 활용하였다. 발파진동 추정 식을 활용한 영향원의 검토는 발파지점을 보안물건(농장, 민가 등)으로부터 최단거리로 정하여 보안물건에 미치는 영향을 검토하였다. 또한 3차원 수치해석을 수행하여 발파진동 영향검토를 수행하였다. 3차원 수치해석은 동적 발파하중에 대한 구조물의 거동을 해석하기 위해 시간이력해석을 수행하였으며, 3방향에 대한 발파진동 값을 구하였다. 시험발파에 따른 발파진동 추정 식을 이용한 발파진동 영향원 검토 결과와 발파영향에 대한 3차원 수치해석 값을 비교 분석한 결과, 유사한 결과 수치를 확인하였다.

Keywords

References

  1. 손무락, 정연권, 유준석, 황영철, 문두형 (2013), 국내${\cdot}$외 발파 진동허용기준 분석, 한국지반환경공학회, 지반환경, Vol. 14, No. 4, pp. 3-13.
  2. 환경부 (2009), 소음${\cdot}$진동으로 인한 가축피해 평가 및 배상액 산정기준의 합리적 조정방안 연구, pp. 321-323.
  3. Bond, A. and Harris, A. (2008), Decoding eurocode 7, Taylor & Francis, pp. 116-119, pp. 146-147.
  4. Jang, H. M. (2014), A study on the vibration - controlled blasting in quartz porphyry rock mass, Ph D. dissertation, Chosun University, pp. 79-79, pp. 85-105 (in Korean).
  5. Jung, H. S., Jung, K. S., Mun, H. N., Chun, B. S. and Park, D. H. (2011), A study on the vibration propagation characteristics of controlled blasting methods and explosives in tunnelling, Korean Geo-Environmental Society, Journal of The Korean Geo-Environmental Society, Vol. 12, No. 2, pp. 5-14 (in Korean).
  6. Kawamoto, T., Ichikawa, Y. and Kyoya, T. (1988), Deformation and fracturing behaviour of discontinuous rock mass and damage mechanics theory, Int. J. Number. Anal. Met. Geomech. 12, pp. 1-30. https://doi.org/10.1002/nag.1610120102
  7. Lee, C. I. and Min, K. B. (2013), Effect of ground vibration on surface structures and human environments -Application of blasting vibration to induced seismicity in EGS hydraulic stimulation-, Journal of Korean Society for Rock Mechanics, Tunnel & Underground Space, Vol. 23, No. 6, pp. 521-537 (in Korean).
  8. Lee, S., Kim, S. K. and Lee, Y. H. (2006), Study of blast ground vibration & noise measurements in-situ and effect analysis for numerical analysis, rational blasting design at an eel farm, Journal of Korean Society for Rock Mechanics, Tunnel & Underground Space, Vol. 16, No. 2, pp. 179-186 (in Korean).
  9. National Highway Institute (1991), Rock blasting and overbreak control (NHI Course No. 13211), U.S. Dept. of Transportation, Federal Highway Administration, Virginia, pp. 2-6.
  10. Newmark, N. M. (1959), A Method of Computation for Structural Dynamics, ASCE, Journal of Engineering Mechanics Division, Vol. 85, pp. 67-84.
  11. Siskind, D. E., Stagg, M. S., Kopp, J. W. and Dowding, C. H. (1980), Structure response and damage produced by ground vibration from surface mine blasting, USBM RI 8507, pp. 5-17.
  12. Starfield, A. M. and Pugliese, J. M. (1968), Compression waves generated in rock by cylindrical explosive charges: A Comparison Between a Computer Model and Field Measurements, Int. J. Rock Mech. & Min. Sci. & Geomech. Abstr., Vol. 5, pp. 65-77. https://doi.org/10.1016/0148-9062(68)90023-5
  13. Yoon, S. H., Ahn, M, S. and Lee, K. Y. (2003), A case study on the vibration characteristics of tunnel blasting in igneous rock, Korean Society of Explosives and Blasting Engineering, Explosives and Blasting, Vol. 21, No. 1, pp. 70-75 (in Korean).