• Explosives and Blasting
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• v.19 no.3
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• pp.27-37
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• 2001

시가지 또는 중요한 구조물, 시설물 가까이에서 암반 또는 콘크리트를 파쇄해야 한 경우 제어발파공법 및 기계식 파쇄공법이 사용되고 있으나 기계식 파쇄공법은 발파보다 경제적인 효율이 다소 떨어진다. 따라서 도심지역에서는 제어발파의 발달과 미진동 및 저진동 발파방 법이 활용되고 있다. 그 방법 중에 주변 환경에 악영향을 미치지 않고 정적으로 파쇄를 실시 할 수 있는 방법으로서 (주)한화에서 개발한 뉴 화이넥카를 이용한 건설 토목현장에서의 실용성을 위하여 뉴 화이넥카의 개선 성능과 적합한 발파패턴을 제시하는데 목적이 있다.

• Proceedings of the KSEE Conference
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• 2006.10a
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• pp.229-234
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• 2006

• Tunnel and Underground Space
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• v.28 no.6
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• pp.692-705
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• 2018

Ground vibration is one of the remarkable issues in tunnel blasting. In recent studies, to improve the fragmentation with reduction of ground vibration in tunnel blasting, a vibration-controlled blasting method with artificial cutting slot near the center-cut holes has been suggested. This study examines the effect of the different arrangement of artificial cut-slot on the vibration reduction and fragmentation by performing the full-scaled concrete block blast experiments and the numerical simulations with 3D-DFPA. The results show that the existence of artificial slot contributes to the improvement of vibration reduction, blast fragmentation and the efficiency of the cutting slot blast. It can be explained that the artificial slot play a free surface role and should decrease the burden between the cut holes. Crater volumes of the blasted concrete blocks were measured by 3-dimensional digital image analysis and compared with the ideal standard crater volume which can be calculated by theoretical standard blast design method. As a result, the ratio of burden and hole diameter which should achieve the standard crater in the cut-hole blasting were suggested.

• Explosives and Blasting
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• v.41 no.4
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• pp.17-28
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• 2023

Recently, the utilization of underground space for research facilities and resource development has been on the rise, expanding development from shallow to deep underground. The establishment of deep underground spaces necessitates a thorough examination of rock stability under conditions of elevated stress and temperature. In instances of greater depth, the stability is influenced not only by the geological structure and discontinuity of rock but also by the propagation of ground vibrations resulting from earthquakes and rock blasting during excavation, causing stress changes in the underground cavity and impacting rock stability. In terms of blasting engineering, empirical regression models and numerical analysis methods are used to predict ground vibration through statistical regression analysis based on measured data. In this study, single-hole blasting was conducted, and the pressure of the blast hole and observation hole and ground vibration were measured. Based on the experimental results, the blast pressure blasting vibration at a distance, and the response characteristics of the tunnel floor, side walls, and ceiling were analyzed.

• Korean Journal of Construction Engineering and Management
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• v.11 no.3
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• pp.55-63
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• 2010

Although the environmental conflicts regarding noise and vibration are continually increasing during construction, noise and vibration occurring in construction are only managed in construction phase. Noise and Vibration occurring in construction are considered to be insufficient, so we find that noise and vibration management in design phase has to be operated for reducing. The objective of this paper is to present noise and vibration management lists to consider in design phase for enhancing efficiency in noise and vibration management and to develop the appraisal sheets for designers to evaluate and the manuals to easily use management lists. To achieve this, we identify the noise and vibration management lists to consider in design phase through analyzing the previous literatures and confirm the 9 lists through conducting a research with experts in environmental area for verifying the propriety of lists. Also, this study applies to AHP technique to identify the priority and the weight evaluation among the lists. Through this study, we identify the most efficient lists, including from the low noise and low vibration methods, the noise and vibration reduction by blasting works, the installment and the arrangement of noise and vibration control equipments, for noise and vibration management in design phase. The achievement of this study will help to prevent the environmental disputes and conflicts in advance and will consider utilizing for the successful construction project.

• Journal of the korean veterinary medical association
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• v.47 no.9
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• pp.852-859
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• 2011

최근 우리 축산농가의 주변에서 발생하고 있는 각종 도로 및 우회도로 확장 및 신설, 석산의 채석장, 아파트, 골프장 건설현장 등에서 각종 건설기계의 사용으로 인한 발파, 절토 및 성토부 다짐 공사 등으로부터 나오는 소음 진동 먼지로 인한 가축피해에 따른 분쟁조정신청과 법원의 소송 건수가 부쩍 늘어가고 있는 추세이다. 아직도 가축을 사육하는 농장 주위에 이러한 소음 진동 먼지에 따른 피해를 보는 사례가 있음에도 불구하고, 가축사육농가들이 환경분쟁에 따른 관련 지식과 정보부족으로 인해 실질적인 피해보상근거가 되는 객관적인 자료와 근거제시에 어려움을 겪고 있는 실정에 처해 있다. 이에 필자는 직접 각종 법원소송 사건, 사실조회서 작성과 중앙과 각도 지방환경분쟁조정위원회로 부터 전문가로 위촉을 받아 현지조사를 해 오면서 피해보상에 따른 애로사항과 문제점들을 하나 하나 열거해나가면서 동물병원 개설 임상수의사들에게 구체적이고 실질적인 도움을 드리고 저 본고를 정리하였음을 밝혀두는 바이다.

• Journal of the Korean Geotechnical Society
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• v.40 no.4
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• pp.169-178
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• 2024

While stable mid- to large-scale underground hydrogen storage infrastructures are needed to meet the rapidly increasing demand for hydrogen energy, evaluating the safety of explosion vibrations in adjacent buildings is becoming important because of gas explosions in underground hydrogen storage facilities. In this study, a numerical analysis of vibration safety effects on nearby building structures was performed assuming a hydrogen gas explosion disaster scenario in a low-depth underground hydrogen storage facility. A parametric study using a meta-model was conducted to predict changes in ground dynamic behavior for each combination of ground properties and to analyze sensitivity to geotechnical influencing factors. Directly above the hydrogen storage facility, the unit weight of the ground had the greatest influence on the change in ground vibration due to the explosion, whereas, farther away from the facility, the sensitivity of dynamic properties was found to be high. In addition, in evaluating the vibration stability of ground building structures based on the predicted ground vibration data and blasting vibration tolerance criteria, in the case of large reinforced concrete building structures, the ground vibration safety was guaranteed with a separation distance of about 10-30 m.

• Explosives and Blasting
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• v.39 no.4
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• pp.22-33
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• 2021

Recently, the frequent occurrence of ground subsidence in urban areas has caused increasing anxiety in residents and incurred significant social costs. Among the causes of ground subsidence, the rupture of old water and sewer pipes not only halts the operation of the buried pipes, but also leads to ground and water pollution problems. However, because most pipes are buried after construction and cannot be seen with the naked eye, the importance of maintenance has underestimated compared to other structures. In recent years, integrated physical exploration has been applied to the maintenance of underground pipes and structures. Currently, to investigate the internal conditions and vulnerable portions of the ground, consolidated physical surveys are executed. Consolidated physical surveys are analysis techniques that obtain various material data and add existing data using multiple physical surveys. Generally, in geotechnical engineering, consolidated physical surveys including electrical and surface wave surveys are adopted. However, it is difficult to investigate time-based changes in under ground using these surveys. In contrast, surveys using cosmic-ray muons have been used to scan the inner parts of nuclear reactors with penetration technology. Surveys using muons enable real-time observation without the influence of vibration or electricity. Such surveys have great potential for available technology because of their ability to investigate density distributions without requiring as much labor. In this paper, survey technologies using cosmic ray muons are introduced, and the possibilities of applying such technologies as new physical survey technologies for underground structures are suggested.