• 터널과지하공간
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• 제6권1호
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• pp.39-47
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• 1996

The results of the regression analysis and comparative study between 120 vibration events by dynamite blasting and 68 vibration events by finecker blasting which were monitored in the test blasting are as follows: The ground vibration velocity of dynamite blasting of 0.12 kg charge weight per delay at 7.4 m above the explosive is higher than that of finecker blasting of 0.96 kg charge weight per delay. In the case of 0.12 kg charge weight per delay, the ground vibration velocity of finecker blasting is equal to 5.5% of that of dynamite blasting at the 10 m distance from explosive. The decrement of ground vibration velocity of dynamite blasting of above 0.12 kg charge weight per delay is larger than that of finecker blasting of below 0.96 kg charge weight per delay. The rate of ground vibration velocity of the finecker blasting to that of dynamite blasting decreases with the distance from explosives, but increases with the decrease of charge weight per delay. The increment of ground vibration velocity of finecker blasting is less than that of dynamite blasting with the increase of charge weight per delay at the same distance from explosives. Under the condition of the constant critical ground vibration velocity or use the same charge weight per delay, the blasting working by finecker rather than by dynamite is able to be performed at the nearer place to structures.

• 한국소음진동공학회:학술대회논문집
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• 한국소음진동공학회 2005년도 춘계학술대회논문집
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• pp.766-771
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• 2005

To compare blasting vibration at blasting construction field in urban area, the vibration level (dB(V)) and vibration velocity (cm/sec) on the ground and the structure of buildings due to the differences of the measuring sites from the blasting source is investigated and the difference between the measured vertical vibration level and the calculated vibration level by using vibration velocity PVS and the correlation between vibration velocity and vibration level and is studied in the thesis.

• 한국소음진동공학회논문집
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• 제15권8호
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• pp.918-923
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• 2005

The vibration level (dB(V)) and vibration velocity (cm/sec) on the ground and buildings due to the differences of the measuring sites from the blasting source was investigated. To compare with vibration level and vibration velocity theirs magnitude was not surely directly proportional and vibration velocity 0.1 cm/sec was $45\~50$ dB(V). The difference between the measured vibration level and the calculated vibration level by Ejima's equation using vibration velocity PVS(peak vector sum) showed $21.0\~30.9$ dB(V) on the ground, $15.3\~23.6$ dB(V) on the apartment, respectively. And the correlation of vibration velocity and nitration level at the measuring sites of lower altitude showed higher than that of higher altitude.

• 한국소음진동공학회:학술대회논문집
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• 한국소음진동공학회 2004년도 춘계학술대회논문집
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• pp.521-526
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• 2004

In order to evaluate the effect of blasting vibration in buildings and it's resident located around blasting construction field in urban area, blasting vibration characteristics were measured the vibration level, vibration velocity. The 250g and 750g of charged powder were used at the apartment and at the ground, respectively. In the measurement of the ground, Z(perpendicularity) axis was the highest value in vibration level, but vertical axis was the highest value at 25m point and longitudinal axis was the highest value at 50m point in vibration velocity. The amount of measurement was high value when measuring point is higher than blasting source, while that of measurement was low value when measuring point is lower than blasting source. In the measurement of the apartment, 2 axis was the highest value in vibration level, but in vibration velocity transverse axis was the highest value at ground, was vertical axis at 1st floor, was longitudinal axis at 3rd floor and was vertical and longitudinal axis at 5th floor. The vibration level and the vibration velocity of 50m point showed higher correlation value than 25m point at the ground, but those of 25m point showed higher correlation value than 50m point at the apartment.

• 한국소음진동공학회논문집
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• 제14권7호
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• pp.632-638
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• 2004

In order to evaluate the effect of blasting vibration in buildings and it's resident located around blasting construction field in urban area, blasting vibration characteristics were measured by the vibration level, vibration velocity. The 250g and 750g of charged powder were used at the apartment and at the ground, respectively. In the measurement of the ground, 2 (perpendicularity) axis was the highest value in vibration level, but vertical direction was the highest value at 25 m point and longitudinal direction was the highest value at 50 m point in vibration velocity. The amount of measurement was high value when measuring point is higher than blasting source, while that of measurement was low value when measuring point is lower than blasting source. In the measurement of the apartment, Z axis was the highest value in vibration level, but in vibration velocity transverse direction was the highest value at ground, was vertical direction at 1st floor, was longitudinal direction at 3rd floor and was vertical and longitudinal direction at 5th floor. The vibration level and the vibration velocity of 50 m point showed higher correlation value than 25 m point at the ground, but those of 25 m point showed higher correlation value than 50 m point at the apartment.

• 한국소음진동공학회:학술대회논문집
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• 한국소음진동공학회 2006년도 추계학술대회논문집
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• pp.361-365
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• 2006

In order to predict method of blasting vibration in ground and it's resident located around blasting field in urban area, blasting vibration characteristics were measured the vibration velocity(cm/sec), vibration acceleration($cm/sec^2$), vibration acceleration level(dB) and vibration level(dB(V)). The charged powder were used to 1.25kg and measuring sites were 25 points front 4m to 90m at the ground. The correlation of vibration velocity, vibration acceleration, vibration acceleration level and vibration level by square root scaled distance and cube root scaled distance were investigated. The correlation of PPV(peak particle velocity) velocity by SRSD(square root scaled distance) and CRSD(cube root scaled distance) was 0.85 and 0.86 and the correlation of PVS(peak vector sum) velocity by SRSD and CRSD was 0.82. Also vibration acceleration, vibration acceleration level and vibration level by SRSD and CRSD was 0.61, 0.62 and 0.82, respectively. As results, the vibration velocity and vibration level(dB(V)) was showed good correlation, but the vibration acceleration and vibration acceleration level was not showed good correlation.

• 화약ㆍ발파
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• 제16권2호
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• pp.34-46
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• 1998

발파시 진동을 상호 간섭으로 저감시키기 위해서 최고 적합한 기폭시간차를 진동파형의 상관함수로 이용해서 결정하는 방법을 연구하였다. 그래서, 이 방법을 Cement Block 공식체를 이용해서 소규모발파 실험에 적용하고, 진동저감 효과를 검토하였다. 그 결과, 이 방법을 이용한 뇌관열상 발파에 있어서 진동변위 속도를 최대치로 비교하면 관측위치에서 가장 가까운 발파공단독으로 기폭했을 때 보다 작고, 5발을 중복시켜 최대가 되는 조건인 경우의 약 1/5로 저감되는 것을 확인하였다.

• 화약ㆍ발파
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• 제41권1호
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• pp.32-45
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• 2023

국내의 환경규제는 산업현장에서 발파를 수행하는데 있어 상당히 보수적인 기준을 가지고 있다. 이에 따라, 환경 규제 및 민원의 발생을 고려한 발파 설계가 진행되어 불가피하게 발파의 효율 및 경제성이 저하되는 경우가 빈번하게 발생하고 있다. 따라서, 발파공해를 저감하는 동시에 시공성 및 경제성을 향상시키는 발파공법이 요구되는 실정이다. 본 연구에서는 파라핀 지관을 에어갭으로 활용한 원리상 일종의 Air Decoupled Charge 공법을 적용한 PA-Deck(Paraffin Air- Deck) 발파공법의 발파 공해 저감 및 발파 효과에 대한 분석을 수행하였다. 또한, 발파 진동 자료를 수집하는데 있어 새롭게 적용한 장비의 효용성을 검토하고 폭약의 폭굉속도와 진동속도간의 관계를 도출하였다. 발파 진동속도 분석 결과, PA-Deck 발파공법이 일반 발파공법에 비하여 현저히 낮은 진동속도를 보이는 것으로 확인되었으며, 균일한 작은 형태의 파쇄석들이 더욱 많이 발생하는 것으로 판단되었다.

• 터널과지하공간
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• 제11권1호
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• pp.14-19
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• 2001

발파진동을 계측하여 예측방법의 타당성을 검토하였고, 환경규제 기준으로의 변환방식을 규명하였다. 진동레벨과 진동속도의 환산거리 설계 적용성은 진동속도가 더 좋았다. 따라서 설계나 시공은 진동속도로 관리하고 이를 법적 기준인 진동레벨로 변환할 필요성이 있었다. 기존의 변환식 중에서 충격진동 데이터로만 구성하여 변환식을 구하였고, 동시에 측정된 진동속도와 진동레벨의 상관식에 의한 변환식을 구하였으며, 퓨리에 변환을 하여 각 주파수 별로 감각보정하여 진동레벨을 구하였다. 세 가지 방법을 이용하여 변환한 결과 모두 오차가 있으므로 변환에 의한 피해 보상의 판정에는 무리가 있었으나, 그 중에서 발파시 동시에 측정된 수직방향 성분 PPV와 진동레벨의 변환식이 가장 실용적으로 판단되었다.

• 화약ㆍ발파
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• 제28권2호
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• pp.50-58
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• 2010

본 연구는 아직 국내에서 연구가 미비한 분야인 슬롯드릴링 공법에 대해 분석한 것이며 슬롯드릴링 공법을 공사현장에서 적용할 수 있는 이론적인 기반을 마련하고자 하였다. 본 연구는 슬롯드릴링 공법을 통해 진동저감의 가능성을 제안한다. 수치해석을 통해 슬롯드릴링의 유효제원 관해 크게 두 가지를 분석 하였다. 하나는 슬롯과 진원 사이의 거리에 따른 진동속도의 변화를 분석이며 다른 하나는 진동제어를 위한 적절한 크기의 슬롯너비와 슬롯높이를 찾고자 하였다. 결론적으로 진원과 슬롯사이의 거리가 멀어질수록 진동저감 효과가 감소함을 알 수 있었다. 그리고 슬롯제원의 변화에 따른 임의의 계측지점에서의 진동속도에 대한 영향도 확인할 수 있었다.