• 한국전기화학회:학술대회논문집
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• 한국전기화학회 2000년도 추계총회 및 학술발표회
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• pp.27-27
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• 2000

• 방사성폐기물학회지
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• 제19권4호
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• pp.517-532
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• 2021

Safe geological disposal of spent nuclear fuel (SNF) requires knowledge of the deep hydrochemical characteristics of the repository site. Here, we conducted a set of deep hydrochemical investigations using a 750-m borehole drilled in a model granite system in Wonju, South Korea. A closed investigation system consisting of a double-packer, Waterra pump, flow cell, and water-quality measurement unit was used for in situ water quality measurements and subsequent groundwater sampling. We managed the drilling water labeled with a fluorescein dye using a recycling system that reuses the water discharged from the borehole. We selected the test depths based on the dye concentrations, outflow water quality parameters, borehole logging, and visual inspection of the rock cores. The groundwater pumped up to the surface flowed into the flow cell, where the in situ water quality parameters were measured, and it was then collected for further laboratory measurements. Atmospheric contact was minimized during the entire process. Before hydrochemical measurements and sample collection, pumping was performed to purge the remnant drilling water. This study on a model borehole can serve as a reference for the future development of deep hydrochemical investigation procedures and techniques for siting processes of SNF repositories.

• 세라미스트
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• 제22권4호
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• pp.402-416
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• 2019

The development of next-generation secondary batteries, including lithium-ion batteries (LIB), requires performance enhancements such as high energy/high power density, low cost, long life, and excellent safety. The discovery of new materials with such requirements is a challenging and time-consuming process with great difficulty. To pursue this challenging endeavor, it is pivotal to understand the structure and interface of electrode materials in a multiscale level at the atomic, molecular, macro-scale during charging / discharging. In this regard, various advanced material characterization tools, including the first-principle calculation, high-resolution electron microscopy, and synchrotron-based X-ray techniques, have been actively employed to understand the charge storage- and degradation-mechanisms of various electrode materials. In this article, we introduce and review recent advances in in-situ synchrotron-based x-ray techniques to study electrode materials for LIBs during thermal degradation and charging/discharging. We show that the fundamental understanding of the structure and interface of the battery materials gained through these advanced in-situ investigations provides valuable insight into designing next-generation electrode materials with significantly improved performance in terms of high energy/high power density, low cost, long life, and excellent safety.

• 센서학회지
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• 제10권4호
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• pp.266-272
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• 2001

자동차 엔진오일의 열화상태를 직접 in situ로 측정할 수 있는 코일형 전기용량 센서를 개발하였다. 엔진 오일팬의 드레인 홀의 제한된 공간 속에서 10 pF 이상을 얻기 위하여 코일형으로 설계 제작되었다. 코일의 직경 및 권선 조건, 포머의 재질 및 구조, 차폐조건 등 안정된 전기용량 측정을 위한 설계 요구 조건을 컴퓨터 시뮬레이션과 실험적인 방법에 의해서 찾아내었다. 제작된 여러 개의 센서를 이용하여 동일한 조건의 사용오일 특성을 분석한 결과 0.25% 이내에서 일치하였다. 차량에 직접 장착하여 장기간 측정한 결과, 심한 진동과 온도 및 습도변화와 전자기적 잡음 등 열악한 차량의 조건에서도 매우 우수한 측정결과를 나타내었다.

• 한국지반신소재학회논문집
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• 제5권2호
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• pp.17-22
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• 2006

비위생매립지(非衛生埋立地)의 설치는 매립지 주변의 지반오염에 심각한 영향을 미친다. 동전기정화기법(動電氣淨化技法, Eelectrokinetic Remediation Technology)은 주로 무기오염물질에 의해 오염된 저투수성(低透水性)지반의 정화에, 투수성반응벽체(透水性反應壁體, Permeable Reactive Barrier)는 주로 지하수 내의 유기오염물질의 분해 등에 각각 효과적이다. 본 연구에서는 동전기정화기법과 투수성반응벽체의 장점을 복합적으로 비위생매립지 주변의 오염현장에 적용하여 정화효과를 조사하였다. 환경오염원이자 폐기물인 제강슬래그를 재활용한 오토마이징슬래그(Atomizing Slag)를 투수성반응벽체의 반응물질로 이용하였다. 현장적용 실험결과, 동전기정화기법과 투수성반응벽체의 장점을 복합적으로 적용한 EK & PRB System(EPS)이 원위치(原位置, In-Situ) 정화효율을 높여줌을 알 수 있었다.

• Structural Engineering and Mechanics
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• 제63권2호
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• pp.217-223
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• 2017

Glass fiber reinforced gypsum panels (GFRG) are hollow panels made from modified gypsum plaster and reinforced with chopped glass fibers. The hollow cores of panels can be filled with in-situ concrete/reinforced concrete or insulation material to increase the structural strength or the thermal insulation, respectively. GFRG panels are unfilled when used as partition walls. As load bearing walls, the panels are filled with M 20 grade concrete (reinforced concrete filling) in order to resist the gravity and lateral loads. The study was conducted in two stages: First stage involves formulation of the alternate light weight mix by conducting experimental investigations to obtain the optimum combination of phosphogypsum and shredded thermocol. In the second stage the alternate mixes are filled in GFRG panels and experimental investigations are conducted to compare the performance against panels filled with conventional M 20 mix.

• Geomechanics and Engineering
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• 제12권4호
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• pp.657-673
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• 2017

Preventing water seepage and inrush into mines where close multiple-seam longwall mining is practiced is a challenging issue in the coal-rich Ordos region, China. To better protect surface (or ground) water and safely extract coal from seams beneath an aquifer, it is necessary to determine the height of the mining-induced fractured zone in the overburden strata. In situ investigations were carried out in panels 20107 (seam No. $2-2^{upper}$) and 20307 (seam No. $2-2^{middle}$) in the Gaojialiang colliery, Shendong Coalfield, China. Longwall mining-induced strata movement and overburden failure were monitored in boreholes using digital panoramic imaging and a deep hole multi-position extensometer. Our results indicate that after mining of the 20107 working face, the overburden of the failure zone can be divided into seven rock groups. The first group lies above the immediate roof (12.9 m above the top of the coal seam), and falls into the gob after the mining. The strata of the second group to the fifth group form the fractured zone (12.9-102.04 m above the coal seam) and the continuous deformation zone extends from the fifth group to the ground surface. After mining Panel 20307, a gap forms between the fifth rock group and the continuous deformation zone, widening rapidly. Then, the lower portion of the continuous deformation zone cracks and collapses into the fractured zone, extending the height of the failure zone to 87.1 m. Based on field data, a statistical formula for predicting the maximum height of overburden failure induced by close multiple seam mining is presented.

• 한국지진공학회:학술대회논문집
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• 한국지진공학회 2000년도 춘계 학술발표회 논문집 Proceedings of EESK Conference-Spring
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• pp.130-140
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• 2000

The earthquake hazard has been evaluated for 10km by 10km area around Kyeongju which is located near Yangsan fault and has abundant historical earthquake records. The ground motion potentials were determined based on equivalent linear analysis by using the data obtained from in situ and laboratory tests and the El centro eartqhuake record scaled to CLE and OLE of the region. The in situ tests include 9 boring investigations 2 crosshole 7 downhole 13 SASW tests and in the laboratory X-ray diffraction analyses and resonant column tests were performed. The peak ground accelerations range between 0.140g and 0.286g on CLE and between 0.051g and 0.116g on OLE respectively showing the good potential of amplification in the deep alluvial layer which is common in Kyeongju area. the response spectrum based on the Korea design guide was sometimes underestimate the motion. particularly near the natural period of the site and the importance of site-specific analysis and need for the improved site categorization method were introduced.

• 방사성폐기물학회지
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• 제10권3호
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• pp.199-208
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• 2012

방사성폐기물처분을 위한 부지특성평가 기술 개발을 위해 지질특성조사와 수리지질특성조사가 1997년부터 지표기반 조사, 시추공 조사, 터널조사를 포함하여 수행되었다. 특히, 2006년에는 지하처분연구시설 (KURT, KAERI Underground Research Tunnel)을 건설하여 지하 환경에서 심부지질환경에 대한 연구 뿐 만 아니라 용질이동특성, 미생물특성, 공학적 방벽 시스템 연구 등 방사성폐기물처분을 위한 다양한 수행하고 있다. 본 연구는 한국원자력연구원내 건설된 지하처분연구시설 주변 지역을 연구지역으로 부지특성모델 구축의 일환으로 수행되었다. 연구지역의 지질모델구축을 위해 선형구조분석, 시추공/터널 조사, 지구물리탐사를 포함한 다양한 연구를 수행하여, 암질모델과 지질구조모델을 구축하였으며, 현장수리시험의 결과를 이용하여 암질모델과 지질구조모델을 포함한 지질모델에 입력된 요소에 대한 수리지질특성이 평가되었다.

• 해양환경안전학회지
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• 제22권3호
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• pp.286-295
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• 2016

With the results of observations in 2013 and 2014 including ocean buoys, in-situ investigations and wind data, we examined the spatio-temporal variation of cold water masses along the eastern coast of Korea. Usually, a cold water mass first appears along the northern part of the eastern coast from May to July, and then along the southern part of the eastern coast from late June to mid-August. Cold water masses appear 3~5 times a year and remain for 5~20 days in the southwestern part of the East Sea. A distinctive cold water mass appeared usually in mid-July in this area, the surface temperature of which was below $10^{\circ}C$ in some cases. During the appearance of a cold water mass in the southwestern part of the East Sea, the horizontal temperature gradient was large at the surface and a significant low water temperature below $8^{\circ}C$ appeared at the bottom level. This appearance of cold water masses clearly corresponded to southwesterly winds, which generated coastal upwelling.