• 정보화사회
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• s.110
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• pp.48-55
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• 1997

지하매설물이란 땅속에 묻혀있는 상수, 하수, 전기, 통신, 전력 등 도시기반시설을 의미하며, 지상시설물에 비해 관리가 어렵고 예기치 않은 사고로 인해 많은 재산상, 인명상 피해를 입힐 가능성을 안고 있다. 우리는 서울 아현동과 대구에서의 대형 가스폭발사고, 도로굴착공사가 끝난지 얼마 안되는 지점에 또다른 매설물의 매설 또는 유지보수를 위해 중복공사가 일어나 교통에 혼잡을 유발하게 되는 경우를 빈번하게 경험하면서 도시의 동맥역할을 하는 이러한 지하매설물에 대한 체계적 관리가 시급함을 실감하게 된다. 특히 선진외국에서 GIS를 도입하여 지하매설물을 데이타베이스화하고 지하매설물 관리체계를 개발하여 지하매설물을 체계적으로 계획하고 관리하며, 대형사고를 사전에 예방하고, 사고가 일어난 경우에는 GIS를 활용하여 보다 신속하게 대처함으로서 피해를 최소화하는 실정을 감안할 때 GIS도입이 이러한 매설물에 대한 체계적 관리를 가능하게 하는 방안으로서 적극적으로 검토되어야 함을 느낀다. 본 글에서는 첫째, 이러한 지하매설물의 관리실태와 문제점을 분석하고 둘째, 현재 국가 및 서울시에서 추진 또는 계획 중인 지하매설물 관리체계 구축사업내용과 셋째, 지하매설물 데이터베이스가 어떻게 구축되고 유지.관리되어야 할 지에 대하여 간략히 살펴보고자 한다.

• Proceedings of the KIEE Conference
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• 1999.07g
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• pp.3193-3195
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• 1999

본 논문은 전자유도방식을 이용한 무선인식시스템을 지하매설물에 적용하였다. 설계된 시스템은 송신주파수 132KHz, 응답주파수 66KHz로서 부반송파에 의한 ASK 방식으로 쌍방향 전송방식을 채택하였다. 실험결과 지하 2m 범위까지 4800bps의 전송속도로 60km의 이동속도를 갖는 차량으로 쌍방향 통신이 가능하여 차량을 이용한 지중 매설물 위치탐지 시스템 적용에 별다른 은제점이 없었다. 따라서 본 시스템의 도입으로 방대한 도면이나 DB에 의존해야 하는 기존의 지중 매설물 관리시스템에서 벗어나 정확한 현장 데이터에 의한 효율적인 지하 매설물 탐색은 물론 쌍방향 통신에 의한 신속한 매설물 데이터의 변경으로 신뢰성 있는 지중 매설물 관리가 기대된다.

• Journal of the Korea Society of Computer and Information
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• v.6 no.3
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• pp.35-43
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• 2001

Imposing electromagnetic field using transmitter of buried metal object in skill that detect underground object sensing person atonement in being widowed on the land being magnetized upside numerical value of buried metal object searching way used most widely current by skill be. This paper proposed about mode and detection system of underground object that sense the changed magnetic and judge real radish buried metal object sign of the cook because this treatise forms magnetic in land and design and composition of display device. Also, through simulation of detection system of underground object, showed that can measure radish judgment sign of the cock of underground object

• KSCI Review
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• v.2 no.2
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• pp.77-82
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• 1996

도로 정보 시스템은 현재 경찰서 등의 국가 공공 기관 등에서 사용중이며 점차적으로 수도국이나 전기, 전화 등의 사회 공익 단체에서도 사용되어질 전망이다. 본 논문은 도로 정보 시스템의 기본 데이터와 시스템을 이용하여 도로관리에 필수적인 도로 단면도를 생성하기 위한 도로 단면도의 전체적인 디스플레이 구성과 관로나 맨홀 등 지하 매설물의 표현 방법, 각 매설물이 갖고 있는 수치 표현 방법, 각 매설물을 화면에 표현하기 위한 심볼화 작업을 통한 단면도 생성 방법을 제시한다. 또한 매설물의 속성 데이타 표현 방법을 포함하여 도로 단면도 생성에 의한 기대 효과를 고찰한다.

• Journal of the Korean Geophysical Society
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• v.1 no.1
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• pp.59-68
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• 1998

Ground penetrating radar (GPR) experiments were performed in a sand tank to study the ability of detection of buried pipes and to characterize the signal of the reflection wave. The ratios of diameter of buried pipes to the depth were set 4 up to 24 % and materials were metal, synthetic resin, and wood. In case of groundwater table below buried materials, strong reflection signals were observed irrespective of diameter and depth except for wood. While it is very difficult to detect the reflection signals in case that the groundwater table is set to higher than buried materials. The reflection signals from the bottom of the sand tank, however, were clearly observed even in case of higher groundwater table. This implies that the weak reflection signals from the buried materials are not all due to the wave attenuation. The vertical reflection profiling method is recommended in case that the object of the survey is to find horizontal position of buried material because this method has the advantage in cost and time of survey. However, the full or partial CMP gather method is recommended in case that the objects of the survey are to get the detailed subsurface information, i.e. the depth to buried material, interval velocity of geological layer, and mapping the groundwater table.

• The Journal of the Korea Contents Association
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• v.11 no.8
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• pp.51-58
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• 2011

This paper describes a development of system that enables the user to manage and display from 3D viewer after at real-time saves attribute informations in DBMS using RTK systems and 3D game engines. The 3-dimensional game engines for this system will be input a attribute values of underground utilities which is measured from RTK systems with wireless network. This system which sees does to make be a possibility of managing creation, elimination, modification for the underground utilities from 3-dimensional viewer. The coordinates about the underground utilities measures with GPS. The base reference point for RTK systems uses one in reference points which are measured in existing. GPS coordinates revised a reference point in standard. The 3-dimensional game engines are having the function which manages the underground utilities with 3-dimensions. The function is the same as wireless network of RTK systems, 3-dimensional display for terrain and underground utilities, input and registration for attribute of underground utilities, etc. The system which sees will be able to prevent the various accident which is caused by in the spatial location coordinate which underground utilities is inaccurate. And the system which sees is accurate is a possibility of managing and the application possibility is high very. Finally, this system could be applied very usefully from the point of view which starts a new town development.

• Journal of the Korean Society of Surveying, Geodesy, Photogrammetry and Cartography
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• v.15 no.1
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• pp.75-80
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• 1997

In other to construct a subway, we have to consider the position of the subway and acquisition of a topography, profile-map, cross-map, underground facilities map. All information of underground is demanded accurate location in other to prevent of accident of underground in subway construction. We must think about water lines, sewer lines, electronic lines, telephone lines, all urban gas-line because these are needed construction the subway. And attributes of underground facilities recorded on topography are characteristics. length, width. number, position, and depth of the lines. We have to record these attributes because these are very important to design map on subway construction. If we develop GIS (Geographic Information System) to use the exact in-formation of the underground facilities, we can be management safely and prevent very dangerous accident as fast as possible. In this study, attribute informations are linked geographic informations about underground facilities and we can develop Underground Facilities Management System(UFMS) to analysis dangerous region through dangerous degreed and predict accident range with these informations.

• Spatial Information Research
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• v.5 no.1
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• pp.115-131
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• 1997

Effective management of underground facilities which include water line, sewer line, electric line, telephone line, gas line etc., is very important for people's safety as well as administrative efficiency. The purpose of this study is four-fold: first, investigate management status of utility information of each utility companies, second, develope classification system of underground facilities and use this classification system for guidelines of database construction and for the exchange of database among utility companies, third, construct database using existing utility maps in pilot study area and identify accuracy of the existing maps and suggest strategy of database construction, fourth, suggest strategy of database maintenance and its organizational plan in connection with national plan.

• Journal of the Korean Geosynthetics Society
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• v.21 no.4
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• pp.101-109
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• 2022

This study describes the results of model experiment to analyze the effect of backfill material types on the behavior of underground facility. In the model experiment, backfill materials around the existing underground facility were applied with soil (Jumunjin standard sand) and CLSM. The displacement of underground facility was analyzed for each excavation stage considering the separation distance between the excavation surface and the backfill area based on the experimental results. When soil was applied as a backfill material, the soil on the back of the excavation surface collapsed by excavation and formed an angle of repose, and the process of slope stability was repeated at each excavation stage. In addition, the displacement of underground facility began to occur in the excavation stage that the failure line of soil passes the installation location of the underground facility. When CLSM was applied as a backfill material, there was almost no horizontal and vertical displacement of the ground regardless of the separation distance from the excavation surface even when excavation proceeded to the backfill depth. Therefore, this result showed that it can have a resistance effect against the lateral earth pressure generated and the collapse of the original ground by adjacent excavation, if a backfill material with high stiffness such as CLSM is applied.

• Proceedings of the Korea Information Processing Society Conference
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• 2008.05a
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• pp.640-643
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• 2008

현재 우리나라는 좁은 국토와 도시 집중화로 인해 급증하고 있는 지하매설물의 체계적인 관리가 어느 때보다 요구되고 있다. 그러나 다른 분야에서 빠르게 진행되고 있는 전산화 및 정보화 작업에 비해 상대적으로 더딘 지리정보체계 구축으로 지하매설물 관리를 위한 정보시스템이 미비한 상태이다. 이는 지리정보체계 구축 방법에 어려움과 소요되는 인력, 비용, 시간 등이 크기 때문으로 판단된다. 본 논문에서는 GPS와 능동형 RFID를 이용한 위치기반 지하매설물 정보시스템의 구현을 기술하고 시뮬레이션하였다. 이 시스템은 GPS NMEA Sentence의 위치정보와 능동형 RFID의 인식정보를 결합한 데이터를 이용하여 정확하고 체계적인 지하매설물 정보 구축이 가능하고, 효율적인 지하매설물 관리를 위한 인터페이스를 제공한다.