Tunnel and Underground Space (터널과지하공간)

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

DOI QR Code

Application of Pre-Fracturing Blast for Blast-Induced Damaged Zone Control

암반 손상대 제어를 위한 선행이완발파 시공 적용 사례

  • Juhyi Yim (Hyundai E&C Center) ;
  • Jae Hoon Jung (Hundai E&C R&D Center) ;
  • Han Byul Kang (Hundai E&C R&D Center) ;
  • Jae Won Lee (Hundai E&C R&D Center) ;
  • Young Jin Shin (Hundai E&C R&D Center)
  • 임주휘 (현대건설 기술연구원 ) ;
  • 정재훈 (현대건설 기술연구원 ) ;
  • 강한별 (현대건설 기술연구원 ) ;
  • 이재원 (현대건설 기술연구원 ) ;
  • 신영진 (현대건설 기술연구원 )
  • Received : 2024.10.02
  • Accepted : 2024.10.21
  • Published : 2024.10.31
Download PDF
⟨ Previous Next ⟩

Abstract

Pre-fracturing, a type of pre-conditioning blast, is a method used to weaken rock masses prior to mechanical excavation. In this study, various laboratory tests were conducted on rock core samples obtained from the field to verify the effectiveness of pre-fracturing in controlling the BIDZ (Blast-Induced Damaged Zone) by measuring the physical properties of rock cores obtained from a test site and assessing changes in these properties. In the EDZ (Excavation Damaged Zone) caused by combined excavation using blasting and mechanical excavation, the effect of blasting is generally more significant than that of mechanical excavation, so BIDZ control directly leads to EDZ control. In terms of Poisson's ratio, elastic wave velocity, porosity, density, thermal conductivity, tensile strength and hydraulic conductivity, the BIDZ size in pre-fracturing was smaller than that of conventional blasting. However, no clear reduction in the BIDZ was observed in the case of Young's modulus and uniaxial compressive strength. By applying a theoretical formula predicting the range of tensile cracks caused by blasting and comparing it with the laboratory results, the BIDZ was reasonably predicted. Nonetheless, limitations in accurately predicting BIDZ size were identified due to assumptions regarding ground conditions and charge density in the formula.

선행이완발파의 일종인 프리프랙쳐링발파는 기계식 굴착에 선행하여 발파로 암반을 취약화하는 공법이다. 본 연구에서 프리프랙쳐링발파의 BIDZ (Blast-Induced Damaged Zone) 제어 효과를 검증하기 위해 실증 현장에서 채취한 코어의 암반 물성을 측정하고 물성 변화를 통해 BIDZ를 평가하였다. 발파와 기계식 굴착을 병행하는 복합 굴착에 의한 EDZ (Excavation Damaged Zone)에서 일반적으로 기계식 굴착에 의한 영향 보다 발파에 의한 영향이 주요하기 때문에 BIDZ 제어는 곧 EDZ 제어로 이어진다. 포아송비, 탄성파 속력, 공극률, 밀도, 인장강도, 수리전도도, 열전도도에 대하여 일반 발파 대비 프리프랙쳐링 발파가 BIDZ를 더 작게 발생시켰다. 그러나 영률과 일축압축강도에서는 BIDZ 저감 효과를 확인할 수 없었다. 발파 인장 균열 범위에 관한 이론식을 적용해 실내시험의 결과와 비교하여 BIDZ가 합리적인 수준에서 예측되었으나 지반 조건이나 장약량에 대한 가정으로 인해 BIDZ 범위 예측에 한계도 확인했다.

Keywords

Acknowledgement

본 연구는 산업통상자원부의 재원으로 사용후 핵연료 관리 핵심기술 개발사업단 및 산업부 한국에너지기술평가원의 지원을 받아 수행된 연구 사업의 일환으로 수행되었습니다(No. RS-2021-KP002656). 이에 감사드립니다.

References

  1. Afrasiabian, B., and Eftekhari, M., 2022, Prediction of mode I fracture toughness of rock using linear multiple regression and gene expression programming, Journal of Rock Mechanics and Geotechnical Engineering, 14(5).
  2. Beardsmore, G.R. and Cull, J.P., 2001, Crustal heat flow: a guide to measurement and modelling, Cambridge university press. Cambridge, United Kingdom, pp.108-115.
  3. Brace, W., Walsh, J.B., and Frangos, W.T., 1968, Permeability of granite under high pressure. Journal of Geophysical Research, 73(6), 2225-2236.
  4. Cho, W.J., Kim, J.S., Lee, C., and Choi, H.J., 2013, Gas permeability in the excavation damaged zone at KURT. Engineering Geology, 164, 222-229.
  5. Holmberg, R. and Person, P.A., 1980, Design of tunnel perimeter blasthole patterns to prevent rock damage. Trans Imt Hfining and Hfetallurgym A, 37-70.
  6. Kwon, S., and Cho, W., 2008, Investigation of the Development and the Effect of an Excavation Damaged Zone at KAERI Underground Research Tunnel, KAERI/TR-3533.
  7. Kwon, S., Lee, C.S., Cho, S.J., Jeon, S.W., and Cho, W.J., 2009, An investigation of the excavation damaged zone at the KAERI underground research tunnel. Tunnelling and Underground Space Technology, 24(1), 1-13.
  8. Lee, C., Yoon, S., Cho, W.J., Jo, Y., Lee, S., Jeon, S., and Kim, G.Y., 2019, Study on thermal, hydraulic, and mechanical properties of KURT granite and Gyeongju bentonite. Journal of Nuclear Fuel Cycle and Waste Technology, 17(S), 65-60.
  9. Olofsson, S.O., 1988, Applied explosives technology for construction and mining. Applex Publisher, Arla, Sweden.
  10. Ouchterlony, F., 1997, Prediction of crack lengths in rock after cautious blasting with zero inter-hole delay. Fragblast, 1(4), 417-444.
  11. Yim, J., Lee, B.C., Jung, J.H., Kang, H.B., Lee, J.W., and Shin, Y.J., 2024, Field Demonstration of Pre-Fracturing for Controlling Noise and Vibration. Explosives&Blasting, 42(3), 49-57.