• Title/Summary/Keyword: blast vibration

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A Study on Excavation Method According to Passage under Adjacent Structure (인접구조물 하부통과에 따른 굴착공법에 대한 고찰)

  • Kim Tai-Hyun;Ko Chin-Surk;Cho Young-Dong
    • Explosives and Blasting
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    • v.23 no.1
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    • pp.31-39
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    • 2005
  • This study is based on the reseach about conte. track$(Dugso\~wonju)$ double line electric railway tunnel. Authors conducted test blasting to examine the effect of blasting pollution. To be conducted safe and effective work by using this result studies sailable substitution excavation method. No-vibration section generates continuously the vibration of breaker working to go abreast necessarily secondary fragmentation working and according to judging that application is actually difficult in case of the condition of study site, the period of construction, the cost of construction, the efficiency of construction, pre-heavy caliber horizontally boring working + line drilling method + vibration control secondary blasting method excavation working is possible from level within blast vibration standard.

The Effect of the Vibration, Air Blast and Bould Size of Blasting by means of Air Tube (에어 튜브(Air Tube)에 의한 발파의 진동, 폭음 및 전석 제어 영향 연구)

  • 강대우
    • Explosives and Blasting
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    • v.18 no.3
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    • pp.59-66
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    • 2000
  • "Air Tube" 발파공법에 대한 연구는 기존의 일반 발파 방법의 단점을 크게 보완하여, 이 에 따른 진동, 폭음(소음), 전석 발생 등 이러한 문제점들을 해결하기 위해 고안된 것으로 기존 Air Decking 기술을 응용한 것이다. 본 연구는 폭약의 하부, 폭약과 폭약사이, 폭약의 상부와 전색 사이에 일정 길이의 "Air Tube"를 장착시켜 폭약의 투사면적을 증가시키고, 진동의 감쇠와 전석이 감소되어 특히 도심지에서 발생하는 민원의 대상이 될 수 있는 진동 및 폭음도 크게 줄일 수 있는 효과적인 발파 기술이다.일 수 있는 효과적인 발파 기술이다.

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Suggestions for Blast Vibration Monitoring (발파진동 측정에 대한 고찰)

  • 선우춘;류창하
    • Explosives and Blasting
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    • v.18 no.4
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    • pp.7-18
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    • 2000
  • 일반적으로 발파진동은 건설공사에 따른 굴착작업, 채광 및 채석작업 등의 발파에 따라 발생되며, 최근에는 환경문제에 대한 관심이 높아지면서 발파진동이나 소음에 대한 관심이 높고 또한 많은 민원이 발생되고 있다. 발파 작업장 주변지역에서 발파에 따라 발생하는 지반 및 구조물의 진동을 파악하고, 발파에 의한 모든 영향을 파악하기 위한 자료획득을 목적으로 관계 기관에 의해 진동측정이 실시되고 있다. 그러나 발파진동측정에 대한 통일적인 방법이나 지침이 없기 때문에 현장실무에서 측정방법이나 자료처리방법 등에 많은 어려움이 따르고 있다. 따라서 발파진동의 측정방법들에 대해 고찰함으로써 발파진동 측정방법에 대한 이해를 높이고자 한다.

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Development of Reinforcement Grout Materials Using Blast Furnace Slag Powder and Aramid Fiber (고로슬래그 미분말과 아라미드 섬유를 이용한 보강그라우트재 개발)

  • Seo, Hyeok;Park, Kyung-Ho;Kim, Chan-Jung;Kim, Ho-Chul;Kim, Daehyeon
    • Journal of the Korean Geosynthetics Society
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    • v.18 no.1
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    • pp.67-77
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    • 2019
  • The grouting method is utilized to reinforce and waterproof poor grounds, enhance the bearing capacity of structures damaged resulting from settlement due to elevation and vibration or differential settlement, and for cutoff. The purpose of this research is to enhance the compressive strength of grout materials by using aramid fiber and develop a high-strength ground improvement method by using blast furnace slag powder. In this regard, this study has conducted a uniaxial compression test after checking the high charge (higher than 50%) of the ratio of blast furnace slag powder and cement at 100:0, 70:30 and 40:60%, adding the aramid mixture based on 0, 0.5 and 1.0% of the cement and furnace slag powder weight and creating sand gels based on surface oiling rate of 0.7 and 1.2%. For the environmental review evaluation, a heavy metal exudation test and a pH test measurement have been conducted. The experiment results showed that 1% increase of aramid fiber led to 1.3 times greater uniaxial compression intensity. As for the hexavalent chrome, a 30% increase in blast furnace slag powder led to approximately 50% decrease in heavy metal exudation. However, the pH test revealed that a 30% increase in blast furnace slag powder resulted in approximately 0.5 increase in pH. Further research on the pH part is needed in the future.

An Estimation for Vibration Effects Occuring in Adjacent Construction (근접시공시에 발생하는 진동영향에 관한 평가)

  • Yoon, Bae-Sic;Baek, Sung-Chul;Lee, Seom-Beom;Nam, Yel-Woo;Kim, Hong-Taek
    • 한국방재학회:학술대회논문집
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    • 2007.02a
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    • pp.271-274
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    • 2007
  • Lately, there are actively proceeding in making a plan for subway construction, a high-speed railway construction and a expansion of road and also all kinds of large-scaled construction in Korea. Construction works were delayed from noises and vibrations occurred by usage of a large-sized construction equipments and driven and also blast or there were often stopped from them under construction. Therefore, this study was modeling operation of the cyclic loading and conforming effects from grasping displacement-changing method through a variable analysis.

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Effects of Underwater Noise on Fishes (수중소음이 어류에 미치는 영향)

  • Yoon, Jong-Rak;Lee, Seong-Wook;Ahn, Soo-Yong;Park, Ji-Hyun;Bae, Jong-Woo;Ahn, Myung-Seog
    • Proceedings of the Korean Society for Noise and Vibration Engineering Conference
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    • 2006.11a
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    • pp.739-746
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    • 2006
  • Anthropogenic underwater sound such as ship radiated noise, pile driving noise. underwater explosive blast and so on, affects marine animals. This study describes the effects of underwater noise on fishes. The characteristics of noise, fish hearing and response, and sound propagation loss are analysed based on existing results and measured data in marine construction site. Finally, the safety zone range of fish on man made underwater noise is derived.

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An experimental study for developing of silencer to be adapted large gun (대구경 화포용 소음기 개발을 위한 실험적 연구)

  • Lee, Hae suk;Park, Sung ho;Kim, Sang min;Kang, Tae yeop;Kim, Heung soo
    • Proceedings of the Korean Society for Noise and Vibration Engineering Conference
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    • 2014.04a
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    • pp.558-563
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    • 2014
  • To reduce the transmission of large gun-generated noise from the firing test range to the community, we have tested a silencer to be used with howitzer(155mm KM114A2) after simulation. Numerical analysis was conducted by using a commercial CFD code, FLUENT. To analyze complex blast flow fields, the Spalart-Allmaras model was applied under 2 dimensional and axisymmetric conditions. Firing tests were also performed with the KM114A2 howitzer while the silencer was installed. This paper describes a result of comparison between results of computer analysis and test outcomes which were gotten by firing 155mm projectiles at the testing range. This paper will also be informative to the muffler design which will be adapted to 155mm large gun in the future.

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On the Study of Blasting Vibration, Sound by Measuring Gage Influence to Exist Crack in 154kV Daeshin Electric Cable Tunnel (154kV 대신 S/S인출 전력구 시험발파 패턴 및 진동, 소음 계측에 의한 기존 CRACK에 미치는 영향 연구)

  • 강대우;박태원
    • Explosives and Blasting
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    • v.16 no.3
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    • pp.25-34
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    • 1998
  • This area is covered in Andesite of high compression strength and located in PUSAN SEO-KU. There are many old houses around shaft site. So, we must have a cautious blasting operation. A total of 40 blasts were test at DAE-SHIN Shaft site to study the magnitude and frequency characterization of blast-induced vibration. The effect of viblating frequency on structual damage and site-specific scaling to define th empirical equations were also discussed. The result can be summarized as follows: 1. Some empirical equations were obtained. $V=K\{{\frac{D}{W}}1/3\}^{-n}$ where the values for n and K are estimated to be -1.407 to -2.202 and 643.3489 to 7283.2104 respectively. 2. Dominant frequencies at short distance are in the range of about 75.0 to 91.8 Hz, with some exceptions of about 50Hz, Frequencies observed at long distance are in the range of 10 to 2Hz. It is apparent the shift of dominant frequency down to lower levels at long distance.

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The Influence of Ground Vibration Caused by Pile Driving on Power Line Tower Foundation (항타 진동이 송전탑 기초에 미치는 영향 연구)

  • Park, Jung-Bong
    • Explosives and Blasting
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    • v.27 no.2
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    • pp.42-47
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    • 2009
  • Ground vibrations caused by pile driving or explosive blasting can affect the stability of power line tower and its foundation. Because the characteristics of ground vibrations generally depend on the distances from the blast, the ground vibrations should be controlled by taking the distance into account. In this study, ground vibration levels were measured at the foundation of a power line tower and on ground surface adjacent to the tower. The relationships between the dominant frequencies of the ground vibrations that were measured at both locations were comparatively investigated.

Damage Prediction of Reinforced Concrete Structures due to Ground Motion (지반진동으로 인한 R/C 구조물의 손상에 관한 연구)

  • Rhim, Hong-Chul;Kim, Ji-Yeon
    • Journal of the Korea institute for structural maintenance and inspection
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    • v.6 no.2
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    • pp.195-202
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    • 2002
  • Urbanization and development of industry makes people concerned about quality of circumstances. Problems of vibration are on the rise. Vibration makes inhabitants feel unpleasant and involves structural damage. The purpose of this study is to assess damage of reinforced concrete structures due to ground motions as the parameters of frequency, duration time and aspect ratio of structures are changed. Ground motions were modeled as sine waves. To compare sine waves with real ground motions, two cases are selected; one is blast loading case and the other is earthquake loading. It was intended to provide means to assess R/C structure damage due to ground motions.