• Proceedings of the KSEEG Conference
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• 2003.04a
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• pp.249-253
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• 2003

경제규모가 확대됨에 따라 전력, 통신, 가스 등 각종 사회 간접시설물이 지하에 매설되고 있으며 그 규모나 범위도 해마다 증대하고 있다. 이러한 지하매설관은 무질서하게 난립하고 관리되지 않아 사고가 빈번하게 발생하며 효율적인 지하공간을 운영할 수 없는 실정이다. 지하시설에 대한 정확한 정보 파악은 안전뿐만 아니라 공사진행에 있어서 필수적인 사항이라 할 수 있겠다. (중략)

• Proceedings of the Korean Association of Geographic Inforamtion Studies Conference
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• 2010.09a
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• pp.59-61
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• 2010

본 논문은 U-City의 지하시설물 관리 등 원격 지중시설물 계측 및 지반조사정보의 원격계측 등 지중 토목계측 서비스를 위해서 필요한 지중무선통신기술에 대한 기술적 특성에 대해 서술하고, 지중무선통신기술 중 가장 효과적인 자기장통신기술(Magnetic Field Area Network, MFAN)에 대한 분석과 이를 이용한 지중계측 서비스모텔에 대해 연구한 결과를 정리하였다. 향후, 시설물 관리, 방재, 에너지의 효율적 분배, 공사현장의 안전관리 등 다양한 용도로 지중무선통신이 활용될 것으로 예상되며, 지중무선통신을 통해 수집되는 데이터는 GIS와 연계를 통해 효과적인 지중모니터링 시스템이 개발될 수 있을 것이다.

• 한국IT서비스학회:학술대회논문집
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• 2010.05a
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• pp.211-215
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• 2010

본 연구 성과는 국내토목구조물의 유지관리 업무를 지원하는 분야에 해당한다. 현재 우리나라 토목시설물은 법정비를 통해, 유지관리업무를 체계화시켜나가고 있는 상태이지만, 아직 그 결과물에 대한 DB 시스템이 일반화 되어 있지 못하며, 일부 개발된 툴들도 서로간의 유기적인 연결은 부족하다. 본 연구를 통해 개발한 지하구조물 유지관리 DB시스템을 이용해서 시설물 관리주체, 진단업체, 유지관리업체들이 상호간에 유기적으로 연결되고 효율적으로 데이터들을 관리할 수 있는 시스템을 제안하여, 국내 기간산업의 유지관리 업무 효율성을 높이는데 이바지 하고자 한다.

• Proceedings of the Korean Association of Geographic Inforamtion Studies Conference
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• 2008.06a
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• pp.293-297
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• 2008

u-GIS를 기반으로 시설물관리방안은 국토해양부의 VC-10 과제인 "지능형국토정보기술혁신사업단" 의하여 개발되고 있다. 이 관리방안은 상수도 하수도 등 지하시설물 또는 지상시설물에 적용되는 기법으로, VC-10 다른 과제로 연구단 구성을 하고 있는 "U-Eco City 사업단"에서 제공하려고 하는 u-Space인 공공시설 관련 서비스에 해당된다. 본고에서는 "지능형국토정보기술혁신사업단" 과제와 "U-Eco City 사업단" 과제를 개략적으로 파악하고, "지능형국토정보기술혁신사업단"의 관리 중심 u-GIS 기반 u-City 구축방안의 현황을 분석하여, "지능형국토정보기술혁신사업단" 과제와 "U-Eco City사업단" 과제의 연계방안을 모책하여 u-GIS기반의 u-City계획 설계 시공 및 유지관리를 위한 방향제시를 하고자 한다.

• KSCE Journal of Civil and Environmental Engineering Research
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• v.28 no.4D
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• pp.459-467
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• 2008

Because of the insufficiency of ground space, the utilization of underground is getting more and more in these days. Moreover, underground space is being used not only buildings but multipurpose space for movement, storage and shopping. However, ground space has vital weakness for fire compared to ground space. Especially in case of underground shopping center, there are various stuffs to burn and poisonous gas can be exposed on this count when the space is burned. A large number of casualties can be also occurred from conflagration as underground space has closed structures that prevent rapid evacuation and access. Therefore, this research proposes the guidance methodology for evacuation from conflagration in large-sized underground facilities. In addition, suggested methodology uses high technology wireless sensor information from up-to-date ubiquitous sensor networks. Fire information collected by sensors is integrated with existing underground facilities information and this is sent to guidance systems by inducing process. In the end, this information is used for minimum time paths finding algorithm considering the passageway capacity and distance. Also, usefulness and inadequacies of proposed methodology is verified by a case study.

• Journal of the Korean GEO-environmental Society
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• v.22 no.12
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• pp.51-57
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• 2021

Underground lifelines such as water supply/sewer pipe, power cable and gas pipe are indispensable facilities to the life of urban society. These lifelines have been constructed long time ago and buried positioning information is not precisely recorded. Moreover, they have been concentrated on the narrow area and are complicatedly entangled in 3-dimension. In the fourth industrial revolution, a 3-dimensional visualization for underground lifelines is strongly required, and a database (D/B) with precise positioning information should be preceded. In this study, image processing technology for precise positioning of underground buried lifelines is introduced, which is able to build the database more accurately, efficiently and practically.

• Journal of the Korean Geophysical Society
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• v.6 no.4
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• pp.231-244
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• 2003

Lots of various utilities are buried under the surface of the earth. The effective handling of the underground utilities is becoming the big subject and project for the harmonious management and administration of the city. To detect the position and depth of buried underground utilities, GPR and Induced EM surveys are commonly used. However, they have limitations, such as shallow skin-depth and non-availability in the areas where subsurface materials are not homogeneous and are compose of clays and/or salts and gravels. The aim of this study is to find the efficient geophysical method which can overcome these limitations. For this purpose, various geophysical mehods were applied in the site of poor geotechnical environment.

• Journal of the Korean Society of Surveying, Geodesy, Photogrammetry and Cartography
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• v.20 no.2
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• pp.171-181
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• 2002

As the result of the analysis of the underground utility map made before, we could have divided the kind of errors into the two types, position error of geometric data and attribute error and knew the fact that mainly position error is derived from the process of detecting and surveying the underground utility, and attribute is inputting data. In this study we showed the way improving accuracy in detecting and surveying underground utility by field test, and the way to reduce attribute error by process refinement.

• Journal of the Korean Society of Surveying, Geodesy, Photogrammetry and Cartography
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• v.27 no.6
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• pp.733-739
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• 2009

Recently it is being increased rapidly to install magnetic marker and RFID tag on the underground utility lines before backfilling to ensure effective it's management. However, due to changes an attitude and damages of sensors. By pressure and vibration during soil compacting, detecting rate is significantly reduced as well as it allows to use only one line of various pipes since it has an unique frequency. Also it is required too long time to reach to target point with an non-accurate navigational GPS receiver and hard to update existing data base with a manual input of new data in the field. To improve these problems, the researcher developed the field management system that apply with ball typed self-levelling marker which is free from the changes of attitude for sensors during compaction as well as has various radio frequency applicable to many kind of pipes and ensure fast positioning to target point using an incorporated system with PDA based DGPS receiver which allows loading a field GIS software and RFID detector. Further, it provides with viewing all of RFID data on the DGPS receiver screen directly and also input new data to existing data base in the field automatically.

• Journal of Korean Tunnelling and Underground Space Association
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• v.20 no.4
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• pp.671-686
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• 2018

Recently, earthquakes have occurred near Gyeongju and Pohang and the social demands are thus being increased for seismic analysis of tall buildings and their adjacent underground structure in big cities. Since most of the previous seismic analysis studies considered a tall building and an adjacent underground structure separately, however, they lack the analysis on dynamic mutual behavior between two structures. Therefore, in this study, a dynamic analysis with a full soil-structure interaction was performed for a complex underground facility with a tall building and an adjacent underground structure constructed on the bedrock with a surface layer. To improve the reliability, in particular, a pseudo-static analysis was performed and compared with the dynamic analysis results. It is comprehensively concluded that the analysis of adjacent underground structures being considered is more conservative than that of not considered.