Transactions of the Korean Society for Noise and Vibration Engineering (한국소음진동공학회논문집)

The Korean Society for Noise and Vibration Engineering (한국소음진동공학회)
권호 표지
DOI QR코드

DOI QR Code

Stability Assessment of an Adjacent Ground Storage Tank by Blast-induced Vibration

발파진동에 대한 인접한 지상 저장탱크의 안정성 평가

  • 정용훈 (서울대학교 지구환경시스템공학부) ;
  • 이정인 (서울대학교 지구환경시스템공학부) ;
  • 최용근 ((주)지오제니컨설턴트)
  • Published : 2006.01.01
Download PDF
⟨ Previous Next ⟩

Abstract

The test blasts were carried out by detonating some single blastholes at two upper sites of the underground storage cavern for the crude oil. One was performed at the entrance site of the construction tunnel and the other at the middle area of the underground storage cavern. Based on the blast-induced nitration measured by the test blasts, we suggested the propagation equations of blasting vibration that were capable of estimating the peak particle velocity. In addition, in order to assess the stability of the adjacent ground storage tank, we did the frequency analysis and the response spectrum analysis with the particle velocity-time history and the particle acceleration-time history that were measured by the test blast carried out on the entrance site of the construction tunnel. In result, it was predicted that the displacement on the highest part of the tank shell was less than the allowable displacement.

Keywords

References

  1. Hendron, A. J. and Dowding C. H., 1974, Ground and Structure Response due to Blasting, Proceedings of the 3rd Congress of International Society for Rock Mechanics, Vol.2, pp. 1359-1364
  2. Bollinger, G. A., 1980, Blast Vibration Analysis, Southern Illinois University Press
  3. Siskind, D. E., Stagg, M. S., Kopp, J. W. and Dowding, C. H., 1980, Structure Response and Damage Produced by Ground Vibrations from Surface Blasting, Report of Investigation 8507, U.S. Bureau of Mines
  4. Ryu, C. -H., Sunwoo, C., Shin, H. -S., Chung, S. -K. and Choi, B. -H., 1994, Blast Design of Hilly Rock Excavation Adjacent to Structures and Facilities, Tunnel and Underground Space. Journal of Korean Society for Rock Mechanics, Vol.4, pp.38-46
  5. Lee, C. -I., 1999, Review of Propagation Equations of Blasting Vibration in Korea and Reduction Cases of Blast-induced Vibration According to Cut-blast, Proceedings of the Seminar on the Construction Technology of Storage Facility, in Korea, pp. 77-99
  6. Kang, C. -W., Choo, Y. -R. and Park, H. -S., 2001, A Study on the Application of True Maximum Vector Sum and Maximum Vector Sum in Vibration Monitoring of Blast, Explosives and Blasting Journal of Korean Society for Explosives and Blasting Engineering, Vol. 19, pp. 19-26
  7. Lee, C. -I., 2004, Safety Analysis by Blast-induced Vibration, A part of the Report of Investigation on the OO Additional Storage Facility, Seoul National University, in Korea, Chapter 4
  8. Lee, Y. -S.. Kim, H. -S.. Lee, J. -H. and Ko, S. -H., 2003, A Study on the Sloshing of the Rectangular Tank Partially Filled with Fluid Under Translational Motion, Transactions of the Korean Society for Noise and Vibration Engineering, Vol. 13, No. 8, pp. 591-597 https://doi.org/10.5050/KSNVN.2003.13.8.591
  9. Shrimali, M. K. and Jangid, R. S., 2003, Seismic Response of Base-isolated Liquid Storage Tanks, Journal of Vibration and Control, Vol. 9, pp. 1201-1218 https://doi.org/10.1177/107754603030612
  10. Haroun, M. A., 1983, Vibration Studies and Test of Liquid Storage Tanks, Earthquake Engineering and Structural Dynamics, Vol.11, pp. 179-206 https://doi.org/10.1002/eqe.4290110204
  11. Daewoo Engineering Company, 2002, Earthquake-resistant Analysis of Product-oil Tank Within Seosan Additional Storage Facility, Report of Investigation, In Korea