• Title/Summary/Keyword: 스무스 블라스팅

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Blasting Impact by the Construction of an Underground Research Tunnel in KAERI (한국원자력연구소내 지하처분연구시설 건설에 따른 발파 영향)

  • Kwon Sang-Ki;Cho Won-Jin;Kim Deug-Su
    • Explosives and Blasting
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    • v.23 no.4
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    • pp.1-18
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    • 2005
  • The underground research tunnel, which is under construction in KAERI for the validation of HLW disposal system, is excavated in a granite rock by drill&blasting. In order not to disturb the operation at the research facilities including Hanara reactor by the blasting for the excavation of $6m{\times}6m$ tunnel, a test blasting at the site was performed. Using the vibration equation derived from the test blasting, it was possible to predict the vibration at different locations at KAERI and to conclude that the blasting design would meet the design criteria at the major facilities in KAERI. The noise and vibration generated by the main blasting were continuously measured. In the case of vibration, the measured values were lower than the predicted one from the vibration equation. It is, therefore, concluded that the influence of blasting work for the construction of 280m long research tunnel on the major facilities in KAERIl would be insignificant.

Effects of free surface using waterjet cutting for rock blasting excavation (워터젯 자유면을 이용한 암반발파 굴착공법의 효과)

  • Oh, Tae-Min;Cho, Gye-Chun;Ji, In-Taeg
    • Journal of Korean Tunnelling and Underground Space Association
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    • v.15 no.1
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    • pp.49-57
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    • 2013
  • The conventional blasting method generates serious blasting vibration and underbreak/overbreak in spite of its high efficiency for rock excavation. To overcome these disadvantages, this paper introduces an alternative excavation method that combines the conventional blasting process with the free surface on the perimeter of the tunnel face using waterjet cutting technology. This proposed excavation method has advantages of (1) reducing vibration and noise level; (2) minimizing underbreak and overbreak; and (3) maximizing excavation efficiency. To verify the effects of the proposed excavation method, field tests were performed with a smooth blasting method at the same excavation conditions. Test results show that the vibration is reduced by up to 55% and little underbreak/overbreak is generated compared with the smooth blasting method. In addition, the excavation efficiency of the proposed method is greater than that of the smooth blasting method. The proposed blasting method with a free surface using waterjet cutting can be applied to urban excavation construction as well as to underground structure construction.