• Proceedings of the Korea Contents Association Conference
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• 2017.05a
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• pp.259-260
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• 2017

본 연구는 건설 구조물의 정밀한 미세 변위 모니터링 관리시스템 개발을 위한 공간적으로 참조 가능한 모든 형태의 측위정보를 효과적으로 수집, 저장, 갱신, 조정, 분석, 표현할 수 있도록 새로운 GNSS과 원격탐사측량 등의 신기술을 적용하여 건설 구조물의 주요부 위에 대한 mm급의 다양한 측위분석이 가능한 사용자 요구에 즉시 부응할 수 있는 검색 시스템을 개발하기 위한 신기술을 연구하였다. 이를 통하여 건설구조물의 설계 및 시공 도면과 정밀한 공간정보를 유기적으로 결합할 수 있도록 하여 반영구적인 주요 시설물의 정밀한 미세변위의 변형을 추적하여 방재관리에 효율적으로 신기술이 체계적으로 사용되도록 할 것이다. 특히, 최근에 많은 관심을 가지고 있는 USN/UAV의 환경센서기반의 무인의 간이사진측량시스템을 활용하여 건설구조물를 대상으로 하는 실제 측정을 통하여 지형공간정보와 시설물의 위치정보를 지도로 제작하고 이를 기반으로 하는 다양한 방재의 신기술을 비교분석하여 최적의 건설방재기술을 검토하였다.

• Transactions of the Korean hydrogen and new energy society
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• v.24 no.3
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• pp.264-274
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• 2013

Piping systems play an important role in gas and oil transferring system. In the piping system, there are many elements, such as valves and flow meters. In order to check their normal operating conditions, each signal from each element is displayed on the monitor in the pipe control room. By the way, there are several accidental cases in the piping system even if all signals from the local elements are judged to be normal on the monitor in the control room. Further, opposite cases often happen even the monitor shows abnormal while the local elements work normal. To overcome this abnormal functions, it is not so easy to construct the environment in which sensors detecting the working states of all elements installed in the piping system. In this paper, a new non-contact measurement technique which can calculate the elements' delicate displacements by using a PIV(particle image velocimetry) and diagnose their working states by using a neural network is proposed. The measurement system consists of a host computer, a micro system, a telescope and a high-resolution camera. As a preliminary test, the constructed measurement system was applied to measure delicate vibrations of mobile phones. For practical application, a pneumatic system was measured by the constructed system.

• Proceedings of the Computational Structural Engineering Institute Conference
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• 2011.04a
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• pp.500-503
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• 2011

본 연구에서는 Terrestrial Laser Scanning (TLS)를 이용한 보 구조물의 변위 및 응력 추정에 대한 기법을 개발하였다. TLS는 Geographic Informatio Systems (GIS) 분야에서 처음 도입된 시스템으로, 레이저 펄스를 통해 원격으로 목적물의 3차원 좌표 정보를 획득 할 수 있는 시스템이다. 그러나 이러한 TLS로부터 획득한 대상물의 3차원 좌표 데이터는 10mm 내외의 오차를 포함하고 있다. 이에 건축 구조분야에 적용 가능한 변형 정보를 획득하기 위해서는 보다 정밀한 데이터 획득을 위한 데이터 처리 기법이 필요하다. 또한 구조물의 응력의 경우 획득된 형상 위의 각 지점의 곡률로 인해 발생하기 때문에 구조물의 변형 추정시 보다 미세한 오차에도 크게 영향을 받아 심한 왜곡을 가져오게 된다. 그러므로 응력 추정시 추가적인 데이터 처리 기법이 필요하다. 이에 본 연구에서는 보 구조물의 응력을 추정할 수 있는 기법을 제시한다.

• Korean Journal of Remote Sensing
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• v.27 no.1
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• pp.25-31
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• 2011

Precise control of antenna position is very critical in ArcSAR system which uses an arc-rail as a platform for the antenna movement instead of linear rail. In order to minimize the antenna positional error, we improved the motion driving system and applied a newly developed motion control S/W which utilizes the real time antenna position information from magnetic linear scale and encoder. The experimental results showed that the rotational RMS error was reduced to $0.0062^{\circ}$ from $0.0432^{\circ}$. In terms of antenna positional RMS error for the arm length of 3m, it was reduced to 0.324mm from 2.262mm. It is expected that the ArcSAR system can be used to monitor the sub-millimetric displacement of terrain and structural targets.

• Korean Journal of Remote Sensing
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• v.17 no.3
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• pp.231-242
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• 2001

In 2-pass differential SAR interferometry(DInSAR), the topographic phase signature can be removed by using a digital elevation model(DEM) to isolate the contribution of deformation from interferometric phase. This method has an advantage of no unwrapping process, but applicability is limited by precision of the DEM used. The residual phase in 2-pass differential interferogram accounts for error of DEM used in the processing provided that no actual deformation exits. The objective of this paper is a preliminary study to improve DEM precision using low precision DEM and 2-pass DInSAR technique, and we applied the 2-pass DInSAR technique to Asan area. ERS-1/2 tandem complex images and DTED level 0 DEM were used for DInSAR, and the precision of resulting DEM was estimated by a 1:25,000 digital map. The input DEM can be improved by simply adding the DInSAR output to the original low precision DEM. The absolute altitude error of the improved DEM is 9.7m, which is about the half to that of the original DTED level 0 data. And absolute altitude error of the improved DEM is better than that from InSAR technique, 15.8m. This approach has an advantage over the InSAR technique in efficiently reducing layover effects over steep slope region. This study demonstrates that 2-pass DInSAR can also be used to improve DEM precision.

• Korean Journal of Remote Sensing
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• v.34 no.6_4
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• pp.1503-1517
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• 2018

Mt. Baekdu is a stratovolcano located at the border between China and North Korea and is known to have formed through its differentiation stage after the Oligocene epoch in the Cenozoic era. There has been a growing interest in the magma re-activity of Mt. Baekdu volcano since 2010. Several research projects have been conducted by government such as Korea Meteorological Administration and Korea Institute of Geoscience and Mineral Resources. Because, however, the Mt. Baekdu volcano is located far from South Korea, it is quite difficult to collect in-situ observations by terrestrial equipment. Remote sensing is a science to analyze and interpret information without direct physical contact with a target object. Various types of platform such as automobile, unmanned aerial vehicle, aircraft and satellite can be used for carrying a payload. In the past several decades, numerous volcanic studies have been conducted by remotely sensed observations using wide spectrum of wavelength channels in electromagnetic waves. In particular, radar remote sensing has been widely used for volcano monitoring in that microwave channel can gather surface's information without less limitation like day and night or weather condition. Radar interferometric technique which utilized phase information of radar signal enables to estimate surface displacement such as volcano, earthquake, ground subsidence or glacial movement, etc. In 2018, long-term research project for collaborative observation for Mt. Baekdu volcano between Korea and China were selected by Korea government. A volcanic specialized research center has been established by the selected project. The purpose of this paper is to introduce about remote sensing techniques for volcano monitoring and to review selected studies with remote sensing techniques to monitor Mt. Baekdu volcano. The acquisition status of the archived observations of six synthetic aperture radar satellites which are in orbit now was investigated for application of radar interferometry to monitor Mt. Baekdu volcano. We will conduct a time-series analysis using collected synthetic aperture radar images.

• Proceedings of the Korean Geotechical Society Conference
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• 2009.03a
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• pp.1026-1031
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• 2009

21세기 대한민국은 지반분야에 있어서 과거 건설위주의 발전에서 유지관리의 중요성이 대두되는 시대로 변모하였다. 특히 이상기후에 의한 집중호우 발생이 빈번해진 상황에서 외부조건에 직접적으로 노출되어있는 사면구조물은 타 지반구조물보다 상대적으로 관리의 필요성이 더 높다. 사면의 유지관리 방법 중에서도 계측에 의한 상시 모니터링 시스템 구축 관련 기술이 주목을 받고 있으며, 장기적인 시스템 운용 측면에서 내구성이 우수한 광섬유 재료를 이용한 계측 시스템 개발이 국가적 지원을 받으며 연구가 활발히 진행 중에 있다. 본 연구는 암반사면의 균열부에 설치하여 미세한 거동을 측정할 수 있는 광섬유 정밀 계측 시스템을 개발하고, 실제 사면 현장에 시범 구축한 사례를 요약한 것이다. 영동고속도로 원주지사 관내에 있는 암반사면을 대상으로 총 6개의 센서를 변위발생 가능성이 높은 균열부에 설치하였다. 계측데이터의 수집과 전송을 위하여 사면 하단부에 컨트롤박스를 설치하고 데이터로거, 운용시스템, 유선네트워크 시스템을 구축하였다. 설정된 주기별로 취득되는 계측데이터는 우선적으로 현장에서 저장되고, 사무실에서도 원격으로 제어할 수 있는 시스템을 시범적으로 구축하여 운용중에 있다. 향후 계측 시스템의 센서부, 데이터로거, 운용프로그램 등을 추가 연구를 통하여 개선하고 현장에 반영하는 과정을 반복함으로써 사면 시설물의 유지관리에 최적의 시스템을 개발 및 구축하는 것이 본 연구의 최종적인 목표이다.

• Korean Journal of Remote Sensing
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• v.34 no.6_4
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• pp.1555-1565
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• 2018

Detection of subtle ground deformation of volcanoes plays an important role in evaluating the risk and possibility of volcanic eruptions. Ground-fixed observation equipment is difficult to maintain and cost-inefficient. In contrast, satellite remote sensing can regularly monitor at low cost. In this paper, following the study of Chadwick et al. (2006), which applied the interferometric SAR (InSAR) technique to the Sierra Negra volcano, Galapagos. In order to investigate the deformation of the volcano before 2005 eruption, the recent activities of this volcano were analyzed using Sentinel-1, the latest SAR satellite. We obtained the descending mode Sentinel-1A SAR data from January 2017 to January 2018, applied the Persistent Scatter InSAR, and estimated the depth and expansion quantity of magma in recent years through the Mogi model. As a result, it was confirmed that the activity pattern of volcano prior to the eruption in June 2018 was similar to the pattern before the eruption in 2005 and was successful in estimating the depth and expansion amount. The results of this study suggest that satellite SAR can characterize the activity patterns of volcano and can be possibly used for early monitoring of volcanic eruption.

• Journal of the Korean Geotechnical Society
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• v.38 no.11
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• pp.43-54
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• 2022

The settlement at the railroad foundation is often the leading cause of track irregularity and potential derailment. The control of such deformation is considered necessary in track maintenance practice. Nevertheless, the monitoring process performed by in situ surveying requires an excessive amount of manpower and cost. The InSAR, a remote sensing technique by RADAR satellite, is used to overcome such a burden. The PS-InSAR technique is preferred for a long-term precise monitoring method. However, this study aims to obtain relatively brief analysis results from only two satellite images using the D-InSAR technique, while a minimum of 25 images are required for PS-InSAR. This study verifies the precision of D-InSAR within a few millimeters by inspecting railroad facilities and land settlements in Korea Railroad Research Institute's test track with images from TerraSAR-X Satellite. Multiple corner reflectors were adopted and installed on an embankment and the building roof to raise the surface reflectivity. Those reflectors were slightly adjusted periodically to verify the detecting performance. The results revealed the optimum distance between corner reflectors. Further, the deformation of railway tracks, slopes, and concrete structures was analyzed successively. In conclusion, this study indicates that the D-InSAR technique effectively monitors the short-term deformation of a broad area such as railway structures.