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      경남 창원시 진해 지역의 발파진동 예측에 관한 연구

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      https://www.riss.kr/link?id=A103322888

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      다국어 초록 (Multilingual Abstract)

      Vibration problems due to a number of construction works including blasting for infrastructure development are getting important because of a civil appeal. Vibration is representative factor of environmental damage, hence, this has great meaning to prevent potential disasters. In this study, through the real-scale test blasting performed at Jinhae area, Changwon, Gyeongnam, the diameter of blasted rock was analyzed with blasting method, and square root equation(SRE) with 95% confidence level was proposed for prediction of blasting-induced vibration. From the comparison between tendencies of blasting-induced vibration with distance, it was confirmed that the predicted blasting-induced vibration by USBM(U.S. Department of Interior, Bureau of Mines) equation was more conservative than that by proposed equation based on the real-scale test blasting. Therefore, measuring vibration and determining
      equation for prediction of blasting-induced vibration through the real-scale test blasting are needed for optimal blast design considering field condition. However, in the case of real blasting including tunnel excavation, measuring vibration is required for damage prevention to surrounding facilities.
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      Vibration problems due to a number of construction works including blasting for infrastructure development are getting important because of a civil appeal. Vibration is representative factor of environmental damage, hence, this has great meaning to pr...

      Vibration problems due to a number of construction works including blasting for infrastructure development are getting important because of a civil appeal. Vibration is representative factor of environmental damage, hence, this has great meaning to prevent potential disasters. In this study, through the real-scale test blasting performed at Jinhae area, Changwon, Gyeongnam, the diameter of blasted rock was analyzed with blasting method, and square root equation(SRE) with 95% confidence level was proposed for prediction of blasting-induced vibration. From the comparison between tendencies of blasting-induced vibration with distance, it was confirmed that the predicted blasting-induced vibration by USBM(U.S. Department of Interior, Bureau of Mines) equation was more conservative than that by proposed equation based on the real-scale test blasting. Therefore, measuring vibration and determining
      equation for prediction of blasting-induced vibration through the real-scale test blasting are needed for optimal blast design considering field condition. However, in the case of real blasting including tunnel excavation, measuring vibration is required for damage prevention to surrounding facilities.

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      참고문헌 (Reference)

      1 양형식, "시추공 및 누두공 발파자료의 터널설계 적용" 한국지반공학회 19 (19): 327-333, 2003

      2 Morris, G., "Vibrations due to Blasting and Their Effects on Building Structure" The Engineer 394-395, 1950

      3 Gustafsson, R., "Swedish Blasting Technique"

      4 Siskind, D. E., "Structure Response and Damage Produced by Ground Vibration from Mine Blasting" USBM 9-17, 1980

      5 Dowding, C. H., "Response of Buildings to Ground Vibrations Resulting from Construction Blasting" Univ. of Illinois at Urbana- Champaign 1971

      6 Attewell, P. B., "Prediction of Ground Vibration Parameters from Major Quarry Blasts" 621-626, 1965

      7 Roy, P. P., "Prediction and Control of Ground Vibrations due to Blasting" 239 (239): 215-219, 1991

      8 Habberjam, J. M., "On the Relation Between Seismic Amplitude and Charge of Explosive Fired in Routine Blasting Operation" 17 (17): 116-128, 1952

      9 Devine, J. F., "Effect of Charge Weight on vibration Levels for Millisecond Delayed Quarry blasts" 34 (34): 17-24, 1963

      10 Ambraseys, N. R., "Dynamic Behavior of Rock Masses, Rock Mechanics in Engineering Practice" John Wiley & Sons, Inc. 203-227, 1968

      1 양형식, "시추공 및 누두공 발파자료의 터널설계 적용" 한국지반공학회 19 (19): 327-333, 2003

      2 Morris, G., "Vibrations due to Blasting and Their Effects on Building Structure" The Engineer 394-395, 1950

      3 Gustafsson, R., "Swedish Blasting Technique"

      4 Siskind, D. E., "Structure Response and Damage Produced by Ground Vibration from Mine Blasting" USBM 9-17, 1980

      5 Dowding, C. H., "Response of Buildings to Ground Vibrations Resulting from Construction Blasting" Univ. of Illinois at Urbana- Champaign 1971

      6 Attewell, P. B., "Prediction of Ground Vibration Parameters from Major Quarry Blasts" 621-626, 1965

      7 Roy, P. P., "Prediction and Control of Ground Vibrations due to Blasting" 239 (239): 215-219, 1991

      8 Habberjam, J. M., "On the Relation Between Seismic Amplitude and Charge of Explosive Fired in Routine Blasting Operation" 17 (17): 116-128, 1952

      9 Devine, J. F., "Effect of Charge Weight on vibration Levels for Millisecond Delayed Quarry blasts" 34 (34): 17-24, 1963

      10 Ambraseys, N. R., "Dynamic Behavior of Rock Masses, Rock Mechanics in Engineering Practice" John Wiley & Sons, Inc. 203-227, 1968

      11 "Design and Construction Criteria of Surface Mine Blasting for Road Works" MCT (Ministry of Construction and Transportation) 2006

      12 "Design Criteria of Rock Blasting"

      13 Dowding, C. H., "Construction Vibrations" Prentice Hall 45-55, 1996

      14 Nicholls, H. R., "Blasting Vibrations and Their Effects on Structures" U.S. Department of Interior 1971

      15 Ghosh, A., "A Simple New Vibration Predictor (Based on Wave Propagation Laws)" 151-157, 1983

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      학술지 이력

      학술지 이력
      연월일 이력구분 이력상세 등재구분
      2026 평가예정 재인증평가 신청대상 (재인증)
      2020-01-01 평가 등재학술지 유지 (재인증) KCI등재
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      2013-01-01 평가 등재학술지 유지 (등재유지) KCI등재
      2010-01-01 평가 등재학술지 선정 (등재후보2차) KCI등재
      2009-01-01 평가 등재후보 1차 PASS (등재후보1차) KCI등재후보
      2008-01-01 평가 등재후보학술지 유지 (등재후보1차) KCI등재후보
      2006-01-01 평가 등재후보학술지 선정 (신규평가) KCI등재후보
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      학술지 인용정보

      학술지 인용정보
      기준연도 WOS-KCI 통합IF(2년) KCIF(2년) KCIF(3년)
      2016 0.43 0.43 0.41
      KCIF(4년) KCIF(5년) 중심성지수(3년) 즉시성지수
      0.41 0.4 0.602 0.11
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