• Journal of the Korea Academia-Industrial cooperation Society
• /
• v.14 no.10
• /
• pp.5115-5122
• /
• 2013

This paper has studied about the development and application of landslide collapse prediction real-time monitoring system based on USN to detect and measure the collapse of landslide. The rainfall measuring sensor, gap water pressure sensor, indicator displacement measuring sensor, index inclination sensor, water content sensor and image analysis sensor are selected and these are applied on the test bed. Each sensor's operation and performance for reliability verification is tested by the instrument which is installed in the field. As the result, u-IT based real-time landslide monitoring system which is developed by this research for landslide collapse detection could minimize life and property damages because it makes advance evacuation with collapse risk pre-estimate through real-time monitoring on roadside cut and bedrock slopes. This system is based on the results of this study demonstrate the effect escarpment plan are spread throughout.

• Proceedings of the Korea Contents Association Conference
• /
• 2013.05a
• /
• pp.13-14
• /
• 2013

급경사지 붕괴위험지역의 안전관리를 위한 계측자료관리가 일부 시행되고 있으나, 적절한 관리기준과 계측기설치 기준 등이 제대로 갖추어지지 않고 이를 제시하고 있는 매뉴얼 및 지침서가 많이 부족한 것이 현실이다. 관리기관 재난관리 담당자들은 붕괴위험지역의 지반 침하, 붕괴 등에 따른 징후 파악 및 재해가 발생되어도 신속한 상황파악이 어려운 상태이다. 또한 계측관리에 전문지식이 없어 계측결과를 통보 받고도 적절한 판단이나 대책을 세울 수 없는 상황이다. 일부 급경사지에 계측, 자료관리 시스템이 단위 현장별로 구축되어 있으나, 계측인력 및 전문 인력의 부족과 예산확보 등의 어려움으로 통합관리 인프라가 전무한 상태이다. 따라서 재난 발생 시 신속한 재난 정보를 일반 국민들에게는 제공하지 못하고 있다. 이에 본 논문에서는 급경사지 붕괴위험지역 안전관리 및 인명피해예방을 위한 통합관리 시스템인 USN 기반 조기감지시스템의 모델을 설계, 제시하고자 한다.

• Journal of the Korean Geosynthetics Society
• /
• v.17 no.4
• /
• pp.11-19
• /
• 2018

Although many researches related to monitoring and automatic measuring devices for early warning system during slope failure have been carried out in Korea and aboard, most of the researches have installed measuring devices on the slope surface, and there are only few researches about warning systems that can detect and warn before slope failure and disaster occurs. In this study, slope failure simulation experiment was performed by attaching sensors to rock bolts, and initial slope behavior characteristics during slope failure were analyzed. Also, the experiment results were compared and reviewed with varied slope conditions, i.e. shotcrete slope and natural slope, and varied material conditions, i.e. GFRP and steel rock bolt. This study can be used as a basic data in development of warning and alarm system for early evacuation through early detection and warning before slope failure occurs in steep slopes and slope failure vulnerable areas.

• Proceedings of the Korean Vacuum Society Conference
• /
• 1998.02a
• /
• pp.113-113
• /
• 1998

C CdTe와 HgCdTe는 광전소자나 태양전지,x 선 및 y 선 감지 소자 그리고 적외선 감지소 자로의 웅용둥으로 인하여 많은 연구가 진행되고 있다. 광전소자를 제작함에 있어서 깊은 준위나 얄은 준위에 있는 몇들은 운반자 수명에 매우 큰 영향을 미치고 있음에도 불구하고 광전도도 측정에 의한 운반자 수명 연구에 대하여는 보고된 것이 별로 없다. 이에 본 논문에서는 CdTe 시료의 광전도도를 측정하여 운반자 수명 및 깊은 준위의 위치를 알아보았다 M MBE방법을 이용하여 CdTe 기판위에 In을 도핑한 CdTe를 성장하였다. 광전도 붕괴(PCD) 측정은 300 K에서부터 400 K까지 온도를 변화시켜주면서 측정을 하였고 광원으로서 G GaP- LED를 사용하였으며 전압 신호를 읽기 위하여 Tektronix 2430A 오실로스코프를 이용하 였다 .. Fig. 1. 에서 보인바와 같이 광전도 붕괴곡선은 접선으로 나타낸 하나의 지수 함수적 붕 괴(a2exp( -t/ r 2))보다는 설선으로 나타낸 두 개의 지수함수적 붕괴(alexp( νr 1)+a2exp( -νr 2)) 가 더욱 잘 실험결과와 일치함을 알 수 있었다. 이러한 것은 과잉 전하에 대한 깊은준위를 가 지고 있는 반도체물질에서 일반적으로 관찰되는 것으로 시료가 n 형이기 때문에 소수 운반자 인 정공의 벚에 의한 것으로 생각된다 .. Fig. 2. 에서는 운반자 수명의 온도에 대한 변화를 나타 낸 것이다. 온도가 증가함에 따라 운반자 수명이 감소하는 경항올 보이고 있으며 이것올 이용 하여 딪익 활성화 에너지를 계산 하여 본 결과 0.35 eV 와 0.43 eV염을 알수 있었다.

• The Journal of Engineering Geology
• /
• v.25 no.3
• /
• pp.331-337
• /
• 2015

A new technique is presented to detect unstable slope behavior, based on Hotelling's T² analysis of pore pressure and water content obtained during flume tests using granitic and gneissic weathered soils. Three sets of pore pressure-water content values were simultaneously obtained during each test, and T² statistics at the 90.0% and 95.0% confidence levels were calculated based on the correlations between values. The results show that unsuccessful detection of some local failures of the flume slope depended on the sensor position. In the case of global slope failures, anomalous behavior was detected between several hundred and several thousand seconds before the event as T² statistics exceeded the confidence interval 90%. Hotelling's T² analysis provides a single control criterion because it enables correlations between diverse measured values within the same slope; the criterion also includes stepwise criteria for a forecasting and warning system based on confidence levels.

• Ecology and Resilient Infrastructure
• /
• v.6 no.2
• /
• pp.120-127
• /
• 2019

Medium-scale levee experiments were performed to monitor the infiltration and failure of levee body by applying fiber optic temperature sensing. In this study, bio-polymer soil was spread in the levee slope to increase the strength and intensity. Therefore, the infiltration and failure by overflows were produced in a different way compared to general soil type of levees. This was also observed in the experiment data for temperature changes monitored by fiber-optic distributed temperature sensing system. Through the analysis of temperature changes at specific location by time, the location and initiation time for physical changes and infiltration in levee body could be identified based on temperature variation. In this experiment, the time of rapid changes in temperature was ahead in the inland slope rather than the forceland slope. It was corresponding to the levee failure sequence of first inland slope failure and then the forceland slope failure.

• Journal of the Korean GEO-environmental Society
• /
• v.19 no.9
• /
• pp.29-36
• /
• 2018

Several studies have been conducted on monitoring system and automatic measuring instruments to prevent slope failure in advance in Korea and overseas. However, these studies have quite complex structure. Since most of the measurement systems are installed on the slope surface, the researches are carried on the measurement system that detects sign of slope collapse in advance and alerts are still unsatisfactory. In this study, slope collapse experiments were carried out to understand the slope failure mechanism according to rainfall conditions. The water content and displacement behavior at the early stage of the slope failure were analyzed through the measurement of the ground displacement and water content. The results of this study can be used by local government as a basic data for the design of slope failure alarm system to evacuate residents in case of slope failure or landslide due to heavy rainfall.

• Journal of the Korean Geotechnical Society
• /
• v.26 no.10
• /
• pp.69-79
• /
• 2010

To detect abnormal events in slopes, Principal Component Analysis (PCA) is applied to the slope that was collapsed during monitoring. Principal component analysis is a kind of statical methods and is called non-parametric modeling. In this analysis, principal component score indicates an abnormal behavior of slope. In an abnormal event, principal component score is relatively higher or lower compared to a normal situation so that there is a big score change in the case of abnormal. The results confirm that the abnormal events and collapses of slope were detected by using principal component analysis. It could be possible to predict quantitatively the slope behavior and abnormal events using principal component analysis.

• Proceedings of the Korea Water Resources Association Conference
• /
• 2012.05a
• /
• pp.649-653
• /
• 2012

제방붕괴에 따른 피해발생을 억제하기 위해서는 제방거동 특성을 사전에 충분한 정보를 통하여 파악할 필요가 있으며, 이를 위해 광섬유를 이용한 제방누수감지 센서를 개발하였다. 광섬유는 내구성 및 유지관리가 우수하고 장기간 사용에도 장점을 가지고 있다. 개발된 센서들은 현장에 적용하기 전에 충분한 실험을 통해 성능과 기능에 대한 검토가 필요하다. 본 연구에서는 개발된 광섬유 센서를 대상으로 제방누수감지 목적으로 설치할 경우 센서의 이행도를 시험하였다. 시험방법은 토조를 설치하여 제체에 작용하는 간극수압, 온도 및 변위 등을 대상으로 하였다. 이를 위해 폭 5m, 길이 7m 및 높이 2m의 토조를 설치하여 가제방의 주요 부위에 기존 계측기기와 광섬유 센서를 같이 매설하고 수위와 시간변화에 따른 주요 특성치에 대하여 실험하였다. 실험결과 광섬유 센서가 연구목적에 부합하는 계측치를 보여주어 제방누수감지 센서로 활용 가능함을 확인하였다. 아울러 광섬유 센서의 기능에 대한 전반적인 실험을 통하여 현장적용에 대한 사용성을 입증하였다.

• Journal of the Korean GEO-environmental Society
• /
• v.13 no.2
• /
• pp.49-57
• /
• 2012

Large-scale collapse happened under excavation construction in the past. But, recently the trend that it is completed safely to minimize damages is growing because of increasing levels of design review and detecting signs of problems before the outbreak of large-scale collapse with proactive planning of measurement. In this paper, through studying case collapses over the past, it put the cause of the collapse in order. And then, after reviewing general information on management and utilization of measurement methods which importantly emerging recently, the type and cause of the problem during the excavation was reviewed. And the causes of problem were analyzed by targeting the site which unusual symptoms happened on measuring results under construction. In this study, the awareness that measurement management and subsurface investigation is highly important will increase for preventing large-scale collapse in advance.