• Proceedings of the Materials Research Society of Korea Conference
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• 2003.11a
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• pp.31-31
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• 2003

최근 각종 산업 기술의 발달과 함께 다량의 악취, 오염 물질이 심각한 사회문제로 대두되고 있다. 특히 산업 현장의 경우, 악취로 인해 작업 환경이 매우 열악하여 환경 설비의 개발이 절실히 요구되고 있다. 본 연구에서는 기존의 스크러버 집진 장치의 친수성 가스를 제거할 수 있는 장점을 유지하면서, 소수성 기체의 제거율이 낮은 단점을 보완할 수 있는 TiO$_2$나노 입자의 광분해 특성을 이용한 스크러버 집진 장치를 제작하였다. TiO$_2$ 광촉매 나노 입자는 실험실에서 합성한 QT를 비롯하여, 국내외에서 생산된 P-25, NT-20, ST-01로 특성 분석을 실시하였다. 광촉매 나노 입자의 특성 분석에는 X선 회절 분석법, 적외선 분광기, 제타 전위 분석기, 동적 광산란 분광기를 사용하였으며, 그 결과 ST-01이 본 실험에 가장 적합한 광촉매로 선정되었다. 악취 및 대기 오염 물질 선정은 염색 가공 공장에서 정련제, 산화 환원제등으로 많이 사용하고 있는 암모니아, 아세트산, 옥탄올, 휘발성 유기물질인 톨루엔, 벤젠으로 하여, 실험실 자체 제작한 batch type과 산업 현장에서 사용할 수 있는 continuous type의 스크러버 이용하여 실험하였다. 이들 물질의 제거율은 가스 크로마토그래피, 자외선/가시광선 분광기를 이용하여 조사하였으며, 친수성 기체인 암모니아와 아세트산의 경우는 기존의 스크러버 효율의 약 70%인 반면에, 광촉매를 이용한 스크러버의 경우 90%이상의 우수한 제거 효과를 보였다. 또한, 기존의 스크러버가 거의 분해를 할 수 없었던 소수성 기체 옥탄올, 톨루엔, 벤젠의 경우는 기존의 스크러버가 약 10%내외를 제거하는 것에 비해, 광촉매를 이용한 스크러버의 경우 약 80% 이상의 제거 효율을 나타내었다. 결과적으로 광촉매를 이용한 스크러버의 제거효율이 기존의 스크러버에 비해, 친수성 가스의 경우 20% 이상, 소수성 가스의 경우70% 이상 향상되었음을 알 수 있었으며, 본 연구를 통해 광분해를 이용한 스크러버가 기존설비의 장.단점을 충분히 보완 가능한 환경 설비임을 확인할 수 있었다.

• Journal of Korean Society of Environmental Engineers
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• v.31 no.4
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• pp.241-248
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• 2009

A farming area located near an abandoned copper mine in GuPo-ri, Choongchung province is heavily contaminated with heavy metals such as As, Pb, Cd, Cu and Zn of which concentrations are higher than the values typically detected in Korean soil environment. In this work, laboratory and field studies were conducted to examine feasibility of using Ca-citrate-phosphate solution in stabilizing heavy metals in the polluted soils. In laboratory batch experiments with field soil, the addition of Ca-citrate-phosphate solution resulted in decrease of aqueous phase concentration of phosphate and improvement of heavy metal stabilization, compared to those for sterilized soil samples. This indicates that microbial uptake of phosphate may have provided positive effects on availability of phosphate toward heavy metal stabilization. According to microbial community analysis for the field experiment, the use of Ca-citrate-phosphate led to increased diversity of microbial populations, and strict anaerobic microorganisms such as Anaerofilum and Treponema became the most dominant populations in the solution-amended field experiments. These findings suggest that, when Ca-citrate-phosphate is used for heavy metal stabilization in soils, microbial processes may have important roles in improving the stabilization of heavy metals by providing reducing conditions to the treatment locations or/and by making phosphate available to heavy metal stabilization.

• Explosives and Blasting
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• v.27 no.2
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• pp.33-41
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• 2009

Specific charge, also called powder factor, is defined as the total explosive mass in a blast divided with the total volume or weight of rock to be fragmented. It is a well-known fact that change in explosive consumption per ton or per cubic meter of rock is always a good indication of changed rock conditions. In mining, it is common to use explosive consumption per ton of ore as a measure of the blastability for rock. On the contrary, in civil engineering, it is common to use explosive consumption per cubic meter of rock. In this paper, we adopt the definition of the civil engineering because we are mainly concerned with tunnel blasting. Up to now, although various methods for tunnel blast design have been proposed, there are so many cases in which the proposed methods do not work well. These may be caused by the differences in rock conditions between countries or regions, and can give a serious technical difficulty to a contractor. But if we know the specific charge for a given rock, then the blast design can become much more easier. In this respect, we suggest an algorithm for tunnel blast design that can exactly produce the predetermined specific charge as a result of the design. The algorithm is based on the concept of assigning different fixation factors to various parts of tunnel section, and may be used in combination with the known methods of tunnel blast design.

• Tunnel and Underground Space
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• v.34 no.1
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• pp.1-14
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• 2024

An image-reconstruction technology, involving the deployment of an unmanned mobility equipped with high-speed LiDAR (Light Detection And Ranging) has been proposed to reconstruct the shape of abandoned mine. Unmanned mobility operation is remarkably useful in abandoned mines fraught with operational difficulties including, but not limited to, obstacles, sludge, underwater and narrow tunnel with the diameter of 1.5 m or more. For cases of real abandoned mines, quadruped robots, quadcopter drones and underwater drones are respectively deployed on land, air, and water-filled sites. In addition to the advantage of scanning the abandoned mines with 2D solid-state lidar sensors, rotation of radiation at an inclination angle offers an increased efficiency for simultaneous reconstruction of mineshaft shapes and detecting obstacles. Sensor and robot posture were used for computing rotation matrices that helped compute geographical coordinates of the solid-state lidar data. Next, the quadruped robot scanned the actual site to reconstruct tunnel shape. Lastly, the optimal elements necessary to increase utility in actual fields were found and proposed.

• Tunnel and Underground Space
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• v.8 no.3
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• pp.194-199
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• 1998

This research was aimed to figure out the trend of dust diffusion at open pit limestone mine for assessing the environmental impacts on the high voltage power transmission line. It is rather easy to assess the dust generation and size distribution of limestone dust at the blasting site, but it is very hard to assess the expected area of dust diffusion and amount of dust fall by the distances from the dust source. In this research, a 3-dimensional fluid dynamic simulation software (3D-Flow) was used for analysing the above mentioned matters to assess the impacts to the insulators on the transmission tower by the blasting dust. It was verfied that the 3D-Flow is reliable tool for simulating dust movement, and the limestone dust is not much hazardous to the power transmission line.

• Tunnel and Underground Space
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• v.27 no.5
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• pp.295-302
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• 2017

In this study, a new quantitative instrumentation and measurement standards applicable to the field of mining has been proposed to improve the problems of the current measurement practices that apply the measuring standards of the civil engineering field (road, railway, etc.). With the data coordination of the mine reclamation corporation, we collected data on ground subsidence in the abandoned mine area, and studied various techniques for establishing a new management reference value based on the manual measurement data measured in the field. As a result, new instrumentation and measurement standards is set up and proposed by using statistics like the average value, the third quartile, the 95% confidence, and the maximum value.

• Proceedings of the KSEE Conference
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• 2008.10a
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• pp.17-28
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• 2008

국책사업이나 SOC의 확충을 위한 도로 및 철도의 건설에서 적용되는 터널의 단면크기를 보면, $50m^2$에서부터 $100m^2$이상의 중 대단면 터널이 주를 이루고 있으나, 전력구, 통신구, 소규모로 운영되는 광산의 채광용 터널, 용수를 위한 도수로터널 등 특수한 용도로 설계, 시공되고 있는 터널에서는 $20m^2$이하의 단면크기를 갖는 경우가 있다. 이러한 소단면 터널의 경우에는 협소한 작업공간으로 인하여 적용공법 뿐만 아니라 장비의 사용 또한 제약을 받게 되어 작업효율이 저하되고 공사기간이 늘어나게 되는 등 여러 가지 문제점을 안고 있다. 특히, 에멀젼 폭약을 사용하는 발파에서 먼저 기폭된 발파공의 충격압력에 의해 인접공의 폭약이 예비압축(Precompression)되어 사압현상을 일으키고 잔류약을 발생시키는 사례가 종종 발생하고 있다. 사압현상은 당해 발파의 실패와 함께 2차적인 사고의 위험요인이 될 수 있으므로 이를 방지하기 위한 대책을 수립하여야 한다. 이를 위해 기존 문헌을 통하여 사압현상의 원인과 발생 가능성을 검토하였고, 국내에서 주로 사용되는 에멀전폭약의 수중 내충격성시험과 충격압력 전달시험을 실시하여 사압현상의 발생정도를 측정하였으며, 사압현상이 발생한 소단면 터널현장을 대상으로 대책을 수립하여 적용하였다. 심발방법을 변경하여 전단의 충격압력을 견딜 수 있는 공간격을 확보하고 뇌관의 초시간격을 적절하게 배치한 발파패턴을 적용한결과, 사압현상을 억제하고 잔류약의 발생을 감소시켜 계획 굴진장을 확보하고 파쇄석의 크기를 감소시키는 등 양호한 결과를 얻을 수 있었다.

• Proceedings of the Korean Geotechical Society Conference
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• 2009.09a
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• pp.1511-1516
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• 2009

In recent years, the large-scale shaft have been appling in domestic mine for mass production using a large machine, the safety of mine also have been increasing. And the new trial that shotcrete of tunnel field was apply to mine support was progressed. But, the conditions of domestic mine was different from that of tunnel, so, the batch plant of tunnel could not be installed in mine field because of low economical efficiency and difficulty for selection of site. Ready-mixed Shotcrete that mixed with high quality materials and could be controled shotcrete quality is producted in plants and transported to field, so do not need to batch plant. In this study, The Field test of the Ready-mixed Shotcrete was performed in the large-scale mine and was compared with the quality of Field mix shotcrete. As the result of the Field test, compressive strength and rebound of Ready-mixed Shotcrete were superior to these of Field mix shotcrete.

• Tunnel and Underground Space
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• v.30 no.1
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• pp.1-14
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• 2020

Microseismic monitoring is utilized for the performance verification and safety management of the structure by detecting fine levels of damage. In order to construct a highly reliable microseismic monitoring system, the role of signal conditioner is critical. The signal conditioner helps with accurate data collection and precision control of the device, and performs additional functions such as signal conversion, linearization, and amplification. In this technical report, noise reduction signal conditioner suitable for mining sites was developed and reviewed for the purpose of implementing more precise monitoring by supplementing the previously developed microseismic monitoring system.

• Explosives and Blasting
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• v.37 no.1
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• pp.24-33
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• 2019

Recently, Electronic Detonators have gradually increased their performance for various purposes such as vibration control and improved Fragmentation. This study analyzed the vibration estimation equations of electric and electronic detonator blast by comprehensive analysis of the vibration data collected during electric and electronic detonator blast waves at the comparison sites of urban areas, geology and soil conditions, stone quarries and mines in different areas of Korea from June 2017 to December 2018. It has been confirmed that electronic detonator blast can meet the criteria for allowing vibration even if maximum charge weight per delay is increased by 1.5 times compared to the electric detonator blast.