• Title/Summary/Keyword: Drill field test

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Development of New Drill and Blast Method with Two Different Drilling Directions for Pilot Tunnel Enlargement (터널확공시 이방향 병용천공 발파공법의 개발)

  • 배규진;문홍득
    • Proceedings of the Korean Geotechical Society Conference
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    • 1994.09a
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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.

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A Study on Evaluation System Development for Unexpected Scenarios Fire-Fighting Drill (무각본소방훈련 평가시스템 개발에 관한 연구)

  • Kim, Seung-Il;Lim, Jeong-Won;Kim, Jae-Kyeong;Kim, Jun-Woo
    • Fire Science and Engineering
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    • v.32 no.2
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    • pp.110-117
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    • 2018
  • This study aims to overcome the problems of existing fire fighting drills and build a practical and effective fire fighting drill system to enhance emergency response capabilities. The unexpected scenarios fire fighting drill is to conduct drills with no scenarios and draw conclusions with quantified outcomes in real time, which provides the object evaluation system. The unexpected scenarios fire fighting drill is based on the IoT sensor-based drill evaluation system to suit individual requirement of drilling spots. This study also includes drill field test conducted to examine the applicability of the evaluation system for quantified outcomes. It is considered that the evaluation system of this paper will contribute to systematization and quantification of fire fighting drill, raise trainees' safety consciousness, and ultimately increase the actual fire fighting response capabilities.

A Study on the EMC Characteristics of Bare PCB for Reliability of High-Multilayer PCB (고다층 보드 신뢰성 확보를 위한 베어보드 EMC 특성 연구)

  • Jin Sung Park;Kihyun Kim;Kyoung Min Kim;Sung Yong Kim
    • Journal of the Semiconductor & Display Technology
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    • v.22 no.1
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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.

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A Study on the Computational Structural Analysis Using the Field Test Data of Onshore Drilling Mud Motor (육상시추용 드릴링 추진체의 실증시험 데이터를 활용한 전산구조해석에 관한 연구)

  • Park, Sung-Gyu;Kim, Seung-Chan;Kwon, Seong-Yong;Shin, Chul-Soon
    • Journal of the Korean Society of Industry Convergence
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    • v.25 no.4_2
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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.

Modelling and Test of Down-the-Hole Hammer (다운더홀(DTH) 해머의 모델링 및 실험)

  • Hwang, U.K.
    • Journal of Drive and Control
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    • v.12 no.2
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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.

Design of Roller-Type Metering Device for Precision Planting (정밀 파종용 롤러식 배종장치의 설계)

  • 류일훈;김경욱
    • Journal of Biosystems Engineering
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    • v.22 no.4
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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.

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Industrial application of WC-TiAlN nanocomposite films synthesized by cathodic arc ion plating system on PCB drill

  • Lee, Ho. Y.;Kyung. H. Nam;Joo. S. Yoon;Jeon. G. Han;Young. H. Jun
    • Proceedings of the Korean Institute of Surface Engineering Conference
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    • 2001.06a
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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.

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Anchorage mechanism and pullout resistance of rock bolt in water-bearing rocks

  • Kim, Ho-Jong;Kim, Kang-Hyun;Kim, Hong-Moon;Shin, Jong-Ho
    • Geomechanics and Engineering
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    • v.15 no.3
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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.

Ground Investigation and Characterization for Deep Tunnel Design (대심도 암반의 터널 설계를 위한 지반 조사와 특성화)

  • Yoon, Woon-Sang;Choi, Jae-Won;Park, Jeong-Hoon;Song, Kook-Hwan;Kim, Young-Keun
    • Proceedings of the Korean Geotechical Society Conference
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    • 2009.09a
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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.

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A Study on the Simulation of Underground Acoustic Telemetry (지중 원격 음파통신 시뮬레이션 연구)

  • Shin, Younggy
    • Plant Journal
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    • v.18 no.2
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    • pp.41-45
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    • 2022
  • The conventional communication method using mud flow pressure waves has a speed of 1-2 bps, so it takes a long time to communicate, making real-time control impossible. Although the sound wave communication method for improving the communication speed by 10 times or more has been commercialized, its use is limited due to its high price and there are not many application cases. In this study, the simulator corresponding to the facility was developed to develop performance similar to the actual test results. For simulating sound wave communication through a drill pipe, we proposed a governing equation that can simulate friction damping by mud and developed a numerical analysis model. The attenuation factor was corrected by comparing it with the attenuation rate of sound wave energy at the drilling site. The developed numerical analysis model was applied to the QPSK modulation type communication algorithm to confirm the excellent performance of the communication error rate of 0.04% in the ground. This is the communication performance under the condition that noise has not been mixed yet, and in order to apply it, the technology of reproducing the actual noise signal for mixing by securing the field noise data was established.

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