• 한국지반공학회:학술대회논문집
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• 한국지반공학회 1994년도 가을 학술발표회 논문집
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• pp.199-208
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• 1994

This paper presents an evaluation of new drill and blast method with two different drilling directions for pilot tunnel enlargement using numerical experiment and field test. To evaluate the effieiency of new tunnel enlargement method, field tests were performed and compared with conventional drill and blast method. Also, three dimensional transient dynamic analysis was made to investigate the effect of the ground vibration when blasting was performed at same position using the equivalent single hole charge.

• 한국화재소방학회논문지
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• 제32권2호
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• pp.110-117
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• 2018

본 연구는 기존 소방훈련의 문제점을 극복하고, 화재대응능력을 향상시키기 위한 실효성 있는 소방훈련시스템을 구축하고자 수행되었다. 무각본 소방훈련 평가시스템은 계획된 시나리오 없이 훈련을 진행하면서 정량화된 훈련결과를 실시간으로 도출할 수 있어 현재의 훈련수준을 객관화시킬 수 있다는 장점이 있다. 이를 위해 IoT센서 기반의 훈련평가시스템을 구축하였으며 대상처 맞춤형 훈련이 가능하도록 구성하였다. 또한 현장훈련테스트를 통해 평가시스템의 적용성을 검토하여 정량화된 결과를 도출하였다. 이러한 평가시스템을 통해 소방훈련을 체계화, 정량화할 수 있으며 훈련자의 소방안전의식 제고 및 실질적 화재대응능력 향상에 기여할 것이라 판단된다.

• 반도체디스플레이기술학회지
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• 제22권1호
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• pp.94-98
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• 2023

In the case of high-speed data transmission on high multilayer boards, signal coherence is a problem, especially due to the via hole, and a solution to improve return loss or insertion loss by applying a back drill to the via hole is being proposed. In this paper, Near-Field Electromagnetic measurements were made on a high multilayer board to determine how the presence or absence of back drill affects signal consistency. For this purpose, we used a signal generator, spectrum analyzer, and EMC scanner on a test board to determine if it is possible to distinguish between areas with and without back drill in the via holes of the stubs on the board. Also, we analyzed the measured value of S11, S21 and EMC etc. for how much it improves the signal attenuation of the stub with back drill. Through this, we knew that less electromagnetic waves are generated the stub via with back drill. At future research, we will analyze how much it improves the signal loss and electromagnetic waves due to the depth of back drill.

• 한국산업융합학회 논문집
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• 제25권4_2호
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• pp.603-609
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• 2022

Bottom hole assembly(BHA) is a key component of the drilling system, consisting of various components and tools(including the drill bit and mud motor) which operate at the bottom of the wellbore and physically drill the rock. This paper investigates the dynamic characteristics of the mud motor which is a drilling propulsion tool. And computational structural analysis is performed to calculate the von-Mises stress and the safety factor of components constituting the mud motor. In this process, the field test data of onshore drilling are used for analysis.

• 드라이브 ㆍ 컨트롤
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• 제12권2호
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• pp.34-38
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• 2015

Research and development of mineral resource related products has progressed with the increased need to develop mineral resources. The DTH hammer is one a resultant product. However, due to particular work conditions of underground drilling, it is difficult to obtain direct data on the DTH Hammer. A DTH drill rig requires a lot of money and time for actual testing. This thesis aimed to resolve this problem by using CAE. First, the structure of the DTH hammer and the movement was analyzed. Next, a standard model based on simulation was proposed and then experimentation and comparison verification was conducted. In addition, the verified models were applied to products of various sizes, and the models used in simulation were compared by conducting field tests.

• Journal of Biosystems Engineering
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• 제22권4호
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• pp.401-410
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• 1997

Scattering of seeds is one of the problems in the hill- dropping planters with a roller-type metering device. For crops like rice, corns and beans, the hill-dropping is own better for a high yield than the drill planting. The roller type metering device has been used for the drill planters and has many advantages. However, it has a problem of scattering of seeds when they are placed on rows. In this study a method was developed to design the roller type metering device fir the precision hill-droppings. Design parameters were derived to configure completely the geometries of the roller and brush. The method was applied to the design of the metering device of the rice seeding machines. The field test showed that the metering device designed by the method made a better performance of seed placement than that made by the precvious one. The method also can be applied to the design of metering devices for the precise hill-droppings of other crops.

• 한국표면공학회:학술대회논문집
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• 한국표면공학회 2001년도 춘계학술발표회 초록집
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• pp.3-3
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• 2001

Recently TiN, TiAlN, CrN hardcoatings have adapted many industrial application such as die, mold and cutting tools because of good wear resistant and thermal stability. However, in terms of high speed process, general hard coatings have been limited by oxidation and thermal hardness drop. Especially in the case of PCB drill, high speed cutting and without lubricant process condition have not adapted these coatings until now. Therefore more recently, superhard nanocomposite coating which have superhard and good thermal stability have developed. In previous works, WC-TiAlN new nanocomposite film was investigated by cathodic arc ion plating system. Control of AI concentration, WC-TiAlN multi layer composite coating with controlled microstructure was carried out and provides additional enhancement of mechanical properties as well as oxidation resistance at elevated temperature. It is noted that microhardness ofWC-TiA1N multi layer composite coating increased up to 50 Gpa and got thermal stability about $900^{\circ}C$. In this study WC-TiAlN nanocomposite coating was deposited on PCB drill for enhancement of life time. The parameter was A1 concentration and plasma cleaning time for edge sharpness maintaining. The characteristic of WC-TiAlN film formation and wear behaviors are discussed with data from AlES, XRD, EDS and SEM analysis. Through field test, enhancement of life time for PCB drill was measured.

• Geomechanics and Engineering
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• 제15권3호
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• pp.841-849
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• 2018

The purpose of a rock bolt is to improve the mechanical performance of a jointed-rock mass. The performance of a rock bolt is generally evaluated by conducting a field pullout test, as the analytical or numerical evaluation of the rock bolt behavior still remains difficult. In this study, wide range of field test was performed to investigate the pullout resistance of rock bolts considering influencing factors such as the rock type, water bearing conditions, rock bolt type and length. The test results showed that the fully grouted rock bolt (FGR) in water-bearing rocks can be inadequate to provide the required pullout resistance, meanwhile the inflated steel tube rock bolt (ISR) satisfied required pullout resistance, even immediately after installation in water-bearing conditions. The ISR was particularly effective when the water inflow into a drill hole is greater than 1.0 l/min. The effect of the rock bolt failure on the tunnel stability was investigated through numerical analysis. The results show that the contribution of the rock bolt to the overall stability of the tunnel was not significant. However, it is found that the rock bolt can effectively reinforce the jointed-rock mass and reduce the possibility of local collapses of rocks, thus the importance of the rock bolt should not be overlooked, regardless of the overall stability.

• 한국지반공학회:학술대회논문집
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• 한국지반공학회 2009년도 세계 도시지반공학 심포지엄
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• pp.584-590
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• 2009

One of the critical design problems involved in deep tunnelling in brittle rock, is the creation of surface spalling damage and breakouts. If weak fault zone is developed in deep tunnel, squeezing problem is added to the problems. According to the results of ground investigation in the study area, hard granitic rockmass and distinguished high angle fault zone are distributed on the tunnel level over 400m depth. To analyse the probability of brittle failure and squeezing, ground characterization with special lab. and field test were carried out. By the results, probability of brittle failures like spalling and rock burst is very low. But squeezing may be probable, if weak fault zone observed surface and drill core is extended to designed tunnel level.

• 플랜트 저널
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• 제18권2호
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• pp.41-45
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• 2022

머드 유동 압력파를 이용한 기존의 통신방식은 속도가 1-2 bps 수준으로서 통신에 소요되는 시간이 길어 실시간 제어가 불가능한 수준이다. 통신 속도를 10배 이상 향상시키기 위한 음파통신 방식은 상용화되기는 하였으나 가격이 비싸 이용이 제한적이고 응용 사례도 많지 않다. 본 연구는 해당 설비에 해당하는 시뮬레이터를 개발하여 실제 시험 결과와 유사하게 성능을 개발하였다. 드릴 파이프를 통한 음파 통신 모사를 위해 머드에 의한 마찰 감쇠를 모사할 수 있는 지배 방정식을 제안하고 수치해석 모델을 개발하였다. 감쇠 계수는 시추 현장에서의 음파 에너지 감쇠율과 비교하여 보정하였다. 개발된 수치해석 모델을 대상 QPSK 변조 방식의 통신 알고리즘을 적용하여 지상부에서 통신 에러율 0.04% 수준의 우수한 성능을 확인하였다. 이는 아직 노이즈가 혼입되지 않은 조건에서의 통신 성능이며 이를 적용하기 위해 현장 노이즈 데이터를 확보하여 혼입을 위한 실제 노이즈 신호를 재생하는 기술을 확립하였다.