Geosystem Engineering

  • 제21권6호
  • /
  • Pages.326-334
  • /
  • 2018
  • /
  • 1226-9328(pISSN)
  • /
  • 2166-3394(eISSN)
한국자원공학회 (The Korean Society of Mineral and Energy Resources Engineers)
권호 표지
DOI QR코드

DOI QR Code

The effect of blast-induced vibration on the stability of underground water-sealed gas storage caverns

  • Zhou, Yuchun (Faculty of Engineering, China University of Geoscieneces (Wuhan)) ;
  • Wu, Li (Faculty of Engineering, China University of Geoscieneces (Wuhan)) ;
  • Li, Jialong (Faculty of Engineering, China University of Geoscieneces (Wuhan)) ;
  • Yuan, Qing (Faculty of Engineering, China University of Geoscieneces (Wuhan))
  • 투고 : 2017.12.26
  • 심사 : 2018.03.10
  • 발행 : 2018.12.31
⟨ 이전 논문 다음 논문 ⟩

초록

Underground water-sealed gas storage caverns have become the primary method for strategic storage of LPG. Previous studies of excavation blasting effects on large-scale underground water-sealed gas storage caverns are rare at home and abroad. In this paper, the blasting excavation for underground water-sealed propane storage caverns in Yantai was introduced and field tests of blasting vibration were carried out. Field test data showed that the horizontal radial velocity had a major controlling effect in the blasting vibration and frequencies would not cause the vibration velocity concentration effects. In terms of the influence of blasting vibration on adjacent caverns, the dynamic finite element model in LS-DYNA soft was established, whose reliability was verified by field test data. The numerical results indicated the near-blasting side was primary zone for the structural failure and tensile failure tended to occur in the middle of the curved wall on the near-blasting side. Meanwhile, the safety criterions for adjacent caverns based on stress wave theory and according to statistic relationship between peak effective tensile stress and peak particle velocities were obtained, respectively. Finally, with Safety Regulations for Blasting in China (GB6722-2014) taken into account, a final safety criterion was proposed.

키워드

과제정보

연구 과제 주관 기관 : National Natural Science Foundation of China, China University of Geosciences

참고문헌

  1. Adhikari, G. R., Venkatesh, H. S., Babu, A. R., Theresraj, A. I., & Gupta, R. N. (2004). Vibration monitoring and blast damage assessment in underground metal mines. Journal of Mines Metals & Fuels, 52, 78-83.
  2. AQSIQ & SAC. (2014). Safety regulations for blasting vol GB6722-2014. Beijing: China Water Power Press.
  3. Chen, J. H., Zhang, J. S., & Li, X. P. (2015). Rock blasting-induced damage zone and its evaluation during excavation of a large-scale underground powerhouse. Zhendong yu Chongji/Journal of Vibration and Shock, 34, 54-61+67.
  4. Chen, M., & Lu, W. B. (2008). The influence of explosive stress wave on young concrete lining. Rock & Soil Mechanics, 29, 455-459+464.
  5. Hamdi, E., Romdhane, N. B., & Le Cleac'h, J. M. (2011). A tensile damage model for rocks: Application to blast induced damage assessment. Computers and Geotechnics, 38, 133-141. https://doi.org/10.1016/j.compgeo.2010.10.009
  6. Hulshizer, A. J. (1996). Acceptable shock and vibration limits for freshly placed and maturing concrete. ACI Materials Journal, 93, 524-533.
  7. Jiang, N., & Zhou, C. B. (2012). Blasting vibration safety criterion for a tunnel liner structure. Tunnelling and Underground Space Technology, 32, 52-57. https://doi.org/10.1016/j.tust.2012.04.016
  8. Langefors, U., & Kihlstrom, B. (1963). The modern technique of rock blasting. New York, NY: Almquist and Wiksell.
  9. Li, H. B., Xia, X., Li, J. C., Zhao, J., Liu, B., & Liu, Y. (2011). Evolution of fractures in the excavation damaged zone of a deeply buried tunnel during TBM construction. International Journal of Rock Mechanics & Mining Sciences, 48, 210-218. https://doi.org/10.1016/j.ijrmms.2010.11.016
  10. Li, X., Chen, J., Li, Y., & Dai, Y. (2010). Study of blasting seismic effects of underground chamber group in xiluodu hydropower station. Chinese Journal of Rock Mechanics & Engineering, 29, 493-501.
  11. Livermore Software Technology Corporation. (2007). LS-DYNA keyword user's manual. Livermore, CA: Livermore Software Technology Corporation.
  12. Lu, S. W., Zhou, C. B., Jiang, N., & Xu, X. (2015). Effect of excavation blasting in an under-cross tunnel on airport runway. Geotechnical and Geological Engineering, 33, 973-981. https://doi.org/10.1007/s10706-015-9879-3
  13. Lv, Z., Sun, J., & Zuo, C. (2014). On the particle vibration rule of rock surrounding a deeply buried circular tunnel under a blasting seismic wave. Modern Tunnelling Technology, 51, 38-44.
  14. Meng, F. B., Lin, C. M., Cai, L. G., & Li, B. (2011). Cumulative damage evaluation of clip rock in small-distance tunnels caused by blasting excavation and its application. Yantu Lixue/Rock & Soil Mechanics, 32, 1491-1494+1499.
  15. Pellet, F., Roosefid, M., & Deleruyelle, F. (2009). On the 3D numerical modelling of the time-dependent development of the damage zone around underground galleries during and after excavation. Tunnelling and Underground Space Technology, 24, 665-674. https://doi.org/10.1016/j.tust.2009.07.002
  16. Shin, J. H., Moon, H. G., & Chae, S. E. (2011). Effect of blast-induced vibration on existing tunnels in soft rocks. Tunnelling and Underground Space Technology, 26, 51-61. https://doi.org/10.1016/j.tust.2010.05.004
  17. Singh, P. K. (2002). Blast vibration damage to underground coal mines from adjacent open-pit blasting. International Journal of Rock Mechanics & Mining Sciences, 39, 959-973. https://doi.org/10.1016/S1365-1609(02)00098-9
  18. Stagg, M. S. (1987). Influence of blast delay time on rock fragmentation: One-tenth scale tests. International Journal of Surface Mining Reclamation & Environment, 1, 215-222. https://doi.org/10.1080/09208118708944122
  19. Sun, J., & Zhao, Z. (2010). Effects of anisotropic permeability of fractured rock masses on underground oil storage caverns. Tunnelling & Underground Space Technology, 25, 629-637. https://doi.org/10.1016/j.tust.2010.04.009
  20. Timoshenko, S. P., & Goodier, J. N. (1970). Theory of elasticity. New York, NY: McGraw Hill.
  21. Wang, L. L. (1985). Stress wave basis. Beijing: National Defence Industry Press.
  22. Yang, R., Bawden, W. F., & Katsabanis, P. D. (1996). A new constitutive model for blast damage. International Journal of Rock Mechanics and Mining Sciences & Geomechanics Abstracts, 33, 245-254. https://doi.org/10.1016/0148-9062(95)00064-X
  23. Zhu, Z. G., Sun, M. L., Zhu, Y. Q., & Sun, X. L. (2012). Field monitoring on blasting vibration and dynamic response of ultra-small spacing tunnels. Yantu Lixue/Rock and Soil Mechanics, 33, 3747-3752+3759.