• 터널과지하공간
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• 제21권6호
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• pp.450-459
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• 2011

지하공간, 터널, 사면 등 암반구조물의 안정성 평가하기 위해서 필요한 것은 암반변위의 계측이다. 암반구조물의 계측은 아직도 줄자, 레벨 또는 토탈스테이션 등을 이용하는 계측 방법에 의존하고 있는 것이 일반적인 실정이다. 하지만 이러한 방법들은 많은 결점들을 가지고 있어 새로운 방법의 모색이 필요하다. 본 연구에서는 암반구조물에서의 정보화 설계시공의 계측기법으로 개발한 정밀 화상계측법을 이용한 암반변위 계측시스템을 제안하고, 건설 중에 있는 터널에 적용했다. 실제 건설 중에 있는 터널현장에 적용하여 계측결과를 비교 검토함으로써, 개발한 정밀 화상계측법을 이용한 암반변위 계측시스템의 유효성과 적용성에 대한 검증을 하였다.

• 한국전기전자재료학회:학술대회논문집
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• 한국전기전자재료학회 1997년도 추계학술대회 논문집
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• pp.447-450
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• 1997

Temperature distribution measurements in the mockup apparatus of reactor vessel were performed to determine the effective thermal conductivity of Al powder porous media where stainless steel tubes were installed with different geometry. The temperature distributions at four separated sections with different arrangements of porous media have different slopes according to the geometrical configuration. From the measured temperature distribution, effective thermal conductivity have been derived using the least square fitting method.

• 한국방사선학회논문지
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• 제11권3호
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• pp.117-122
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• 2017

레저생활의 급증으로 인하여 스키장 사용 인구가 급격히 증가하고 있다. 스키장은 직접적으로 자연광이나 우주선을 받을 확률이 높다. 왜냐하면 고도가 존재하는 산에 위치하기 때문이다. 일반적으로 고도가 높아질수록 자연방사선량이 증가한다는 사실은 널리 알려져 있다. 하지만 아직까지 스키장 고도에 관한 자연방사선량은 보고되지 않았다. 국내에는 다양한 스키장이 존재를 하지만 이번논문에서는 경기도 지역의 스키장4곳을 선정하여 고도에 따른 자연방사선량을 측정하였다. 결과적으로 스키장은 고도가 낮은 일반생활 지역에서보다는 방사선량보다 조금 많은 방사선량이 측정되었다. 우려할 수준은 아니지만 스키장 이용 시에는 반드시 스키 장비인 고글이나 다양한 스키 웨어(고글, 마스크, 헬멧)를 착용하여 자연방사선량을 보호한다면 환경방사선으로부터 안전하게 스키를 즐길 수 있을 것이다.

• 음성과학
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• 제11권1호
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• pp.105-116
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• 2004

The fundamental frequency of a vowel is known to be affected by the identity of the preceding consonant. The general agreement is that strong consonants trigger higher F0 than weak consonants. However, there has been a disagreement on the shape of this segmentally affected F0 contours. Some studies report that shapes of contours are differentiated based on the consonant type, but others regard this observation as misleading. This research attempts to resolve this controversy by investigating shapes and slopes of F0 contours of Korean word level speech data produced by four male speakers. Instead of entirely relying on traditional human intuition and judgment, I employed an automatic F0 contour analysis technique known as tilt parameterisation (Taylor 2000). After necessary manipulation of an F0 contour of each data token, various parameters are collapsed into a single tilt value which directly indicates the shape of the contour. The result, in terms of statistical inference, shows that it is not viable to conclude that the type of consonant is significantly related to the shape of F0 contour. A supplementary measurement is also made to see if the slope of each contour bears meaningful information. Unlike shapes themselves, slopes are suspected to be practically more practical for consonantal differentiation, although confirmation is required through further refined experiments.

• 한국지반공학회:학술대회논문집
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• 한국지반공학회 2007년 가을학술발표회
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• pp.481-501
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• 2007

Excessive rainfalls due to climatic changes can trigger an increase in rainfall-induced slope failures that pose real threats to both lives and properties. Many high slopes in residual soils could stand at a steep angle, but failed during or after rainfall. Commonly, these slopes have a deep groundwater table and negative pore-water pressures in the unsaturated zone above the groundwater table contribute to the shear strength of soil and consequently to factor of safety of the slope. Stability assessment of slope under rainfall requires information on rate of rainwater infiltration in the unsaturated zone and the resulting changes in pore-water pressure and shear strength of soil. This paper describes the application of unsaturated soil mechanics principles and theories in the assessment of rainfall effect on stability of slope through proper characterization of soil properties, measurement of negative pore-water pressures, seepage and slope stability analyses involving unsaturated and saturated soils. Factors controlling the rate of changes in factor of safety during rainfall and a preventive method to minimize infiltration are highlighted in this paper.

• 한국지반공학회:학술대회논문집
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• 한국지반공학회 2009년도 춘계 학술발표회
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• pp.444-455
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• 2009

Great concerns on geotechnical risk & hazard assessment have been increased due to human and economic damage by natural disasters with recent global climate changes. In this paper, geotechnical problems in particular, landslides which is interested in European countries and North America, were mainly discussed. For these, 18 key topics on geotechnical risk and hazards which had been discussed at the LARAM 2008 workshop in Italy were analyzed after grouping by subjects. Main topic contents consisted of applications such as field measurement, early warning systems, uncertainty analysis of parameters using radar, optical data and statistical theory and so on. And the problems related to analysis of vulnerability and deformation due to earthquakes, investigation of gas zone using seismic reflection data in a landslide area, risk quantification and hazard assessment of landslide movements and multi-dimensional analysis for stability of complex slopes were attracted. Also, there were studies on risk matters of cultural heritage, the blockglide of clayey ground, simulations of debris flows based on GIS, quantification of the failure processes of rock slopes, a meshless method for 3D crack modelling, and finally risk assessment for cryological processes due to global warming.

• 지구물리
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• 제7권4호
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• pp.305-311
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• 2004

사면 붕괴 및 활동 발생지점을 중점대상으로 보강재의 응력 측정 및 변위 수반여부를 판단하기 위하여 경사계, 변형율계 및 간극수압계 등의 계측기를 설치하였으며, 이로부터 사면의 실시간 건전도 모니터링의 가능성을 보여 주었다. 본 연구에서는 현장계측을 통하여 사면의 거동, 억지말뚝의 효과 및 활동면에서의 응력분포간의 관계를 밝히고자 하였다.

• 지질공학
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• 제18권4호
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• pp.511-522
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• 2008

국내 사면관련 계측시스템은 주로 수동 및 육안관찰에 의한 계측관리가 대부분을 차지하고 있으며 주로 인공절취 사면을 중심으로 개발되어 자연사면을 대상으로 한 기술개발은 미진한 상태이다. 또한, 최근 기상이변, 집중호우에 의한 토석류 산사태가 빈번히 발생하고 있지만 초기예측 및 방재가 취약한 실정이다. 따라서 토석류 산사태에 대한 위험여부를 사전에 감지하여 신속한 대응이 가능한 유비쿼터스 센서 네트워크(USN) 구축이 필요하다. 본 연구에서는 유비쿼터스 기반 산사태 모니터링 시스템 개발 및 계측관리기준 마련으로 인하여 국내 여건에 부합되는 새로운 계측기기 및 계측관리 기술의 지표를 마련하게 되었다.

• ETRI Journal
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• 제15권2호
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• pp.11-25
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• 1993

Interface trap densities at gate oxide/silicon substrate ($SiO_2/Si$) interfaces of metal oxide semiconductor field-effect transistors (MOSFETs) were determined from the substrate bias dependence of the subthreshold slope measurement. This method enables the characterization of interface traps residing in the energy level between the midgap and that corresponding to the strong inversion of small size MOSFET. In consequence of the high accuracy of this method, the energy dependence of the interface trap density can be accurately determined. The application of this technique to a MOSFET showed good agreement with the result obtained through the high-frequency/quasi-static capacitance-voltage (C-V) technique for a MOS capacitor. Furthermore, the effective substrate dopant concentration obtained through this technique also showed good agreement with the result obtained through the body effect measurement.

• 한국지반공학회:학술대회논문집
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• 한국지반공학회 2001년도 정보화시공 학술발표회
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• pp.19-27
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• 2001

Early detection of premonitory symptom of slope movement ensures tremendous saving of lives and repair costs from catastrophic disaster. Therefore, it is essential to constantly monitor the performance and integrity of both reinforced and un-reinforced cut slopes. We developed a novel monitoring system by using tension wire sensors. It's advantages are highly sensitivity, simple installation, large displacement measurement, durability of system, capability of remote sensing. Real-time measurement of slope surface movement is shown graphically and it gives a warning when the monitored value exceeds a given threshold level so that any sign of abnormal slope movement can be easily perceived.