• 국제학술발표논문집
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• The 3th International Conference on Construction Engineering and Project Management
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• pp.1388-1395
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• 2009

In March 2007, Korea's Ministry of Construction & Transportation (MOCT) established "Guidelines on the Computerization and Use of Geotechnical Investigation Results," which took effect as official instructions. The 2007 Geotechnical Information DB Construction Project is underway as a model project for a stable geotechnical information distribution system based on the MOCT guidelines, accompanied by user education on the geotechnical data distribution system. This study introduces a geotechnical data entry system characterized by the standardization of the geotechnical investigation form, the standardization of metadata for creating the geotechnical data to be distributed, and the creation of borehole space data based on the world geodetic system according to the changes in the national coordinate system, to define a unified DB structure and the items for the geotechnical data entry system and to computerize the field geotechnical investigation results using the MOCT guidelines. In addition, the present operating status of the geotechnical data entry system and entry data processing statistics are introduced through an analysis of the model project, and the problems of the project are analyzed to suggest improvements. Education on, and the implementation of, the model project for the geotechnical data entry system, which was developed via the standardization of the geotechnical investigation results form and the metadata for institutions showed that most users can use the system easily. There were problems, however, including those related to the complexity of metadata creation, partial errors in moving to the borehole data window, partial recognition errors in the installation program for different computer operating systems, etc. Especially, the individual standard form usage and the specificity of the person who enters the geotechnical information for the Korea National Housing Corporation, among the institutions under MOCT, required partial improvement of the geotechnical data entry system. The problems surfaced from this study will be promptly addressed in the operation and management of the geotechnical data DB center in 2008.

• 한국지반공학회:학술대회논문집
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• 한국지반공학회 1999년도 가을 학술발표회 논문집
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• pp.371-378
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• 1999

A prototype computer program was developed which visualizes various kinds of geotechnical information using 3D object graphics techniques. The program integrates various kinds of geotechnical data such as surface geology map, boreholes data, geophysical data as well as man made subsurface structures. It also reads NGIS DXF map and generates digital elevation model from iso-elevation line layer of the DXF map. All the data are put into a 3D model as 3D objects. The created 3D model can be viewed and analysed in a interactive 3D way.

• 한국지반공학회:학술대회논문집
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• 한국지반공학회 2008년도 추계 학술발표회
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• pp.980-983
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• 2008

KICT has been carrying out inventory research on the cut slopes of national roads. Inventory research results are basic data used in cut slope management system. Inventory data are classified by general status, cut slope characteristics and inspector opinion. Cut slope inventory data are utilized to figure out dangerous slopes and decide survey ranking of detailed safety diagnostication. This paper will draw dangerous cut slope and more important inventory data in Chungcheongdo via correlation analysis.

• Smart Structures and Systems
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• 제24권6호
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• pp.693-707
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• 2019

This paper proposes an integrated safety assessment method that can take multiple sources data into consideration based on a data fusion approach. Data cleaning using the Kalman filter method (KF) was conducted first for monitoring data from each sensor. The inclination data from the four tilt sensors of the same monitoring section have been associated to synchronize in time. Secondly, the finite element method (FEM) model was established to physically correlate the external forces with various structural responses of the shield tunnel, including the measured inclination. Response surface method (RSM) was adopted to express the relationship between external forces and the structural responses. Then, the external forces were updated based on the in situ monitoring data from tilt sensors using the extended Kalman filter method (EKF). Finally, mechanics parameters of the tunnel lining were estimated based on the updated data to make an integrated safety assessment. An application example of the proposed method was presented for an urban tunnel during a nearby deep excavation with multiple source monitoring plans. The change of tunnel convergence, bolt stress and segment internal forces can also be calculated based on the real time deformation monitoring of the shield tunnel. The proposed method was verified by predicting the data using the other three sensors in the same section. The correlation among different monitoring data has been discussed before the conclusion was drawn.

• 한국측량학회:학술대회논문집
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• 한국측량학회 2007년도 춘계학술발표회 논문집
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• pp.399-402
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• 2007

National Geotechnical Information Database Project based on GIS has begun as public works and continued until now, the whole of country has been target on since the 2003. Today, the 60,581 number of geotechnical data(counted by bering number) have been constructed as GIS-DB and they are being serviced at the National Geotechnical Information Integration Management System(NGIIMS)(http://www.geoinfo.or.kr). In this study, we considered operation status of NGIIMS, GIS-DB distribution of Geotechnical Information and utilization in order to investgate applicability of National Geotechnical Information Database. The results appeared that Geotechnical Information DB was along road-center, and in the case of complex, was only to some area. But after the 2007 when the law of computerization responsibility would be institutionalized, the more geotechnical data will be constructed and be able to use at a construction site.

• 한국지반공학회:학술대회논문집
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• 한국지반공학회 1999년도 가을 학술발표회 논문집
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• pp.337-344
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• 1999

A database program, named Geoscope, was developed to effectively manage the enormous boreholes log data produced during the geotechnical investigation works in construction and mining Industry This program was designed to give a maximum conveniences to the end users when dealing with the geotechnical data obtained. Most of the values related to geotechnlcal attributes can be selected by a simple click of the mouse in list boxes or small windows provided by the program. Logging chart is automatically created at the same time as the input of the data in the form designated by the user. The made file format and the relational database system adopted in this program, furthermore, can allow the data to be associated with other GIS programs.

• 한국지반공학회:학술대회논문집
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• 한국지반공학회 2008년도 춘계 학술발표회 초청강연 및 논문집
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• pp.858-862
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• 2008

KICT has been carrying out inventory research on the cut slopes of national roads. Inventory research results are basic data used in cut slope management system. Inventory data are classified by general status, cut slope characteristics and inspector opinion. Cut slope inventory data are utilized to figure out dangerous slopes and decide survey ranking of detailed safety diagnostication. This paper drew the distribution of dangerous cut slopes using inventory data in Chungcheongdo, then verified an efficiency on distribution of dangerous cut slopes by comparing occurrence frequency of real collapsed cut slopes.

• 한국지반공학회:학술대회논문집
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• 한국지반공학회 1997년도 가을 학술발표회 논문집
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• pp.245-252
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• 1997

• 한국지리정보학회지
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• 제10권1호
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• pp.183-193
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• 2007

지반정보 DB구축사업은 1999년 지반조사 성과의 공유 및 재사용의 필요성이 제기되면서 시작되었다. 초기 국도를 대상으로 사업을 시작하였으며, 2005년부터 전 국토를 대상으로 지반정보 DB를 구축하고 있다. 현재, 총 60,581공의 지반정보 DB를 구축 제공 중에 있다. 본 연구에서는 지반정보DB의 활용 향상 및 국가지정보유통망과 연계를 위한 지반정보 유통시스템을 개발하였다. 또한 지반정보 DB 활용도 향상을 위한 방안도 제시하였다. 지반정보 유통시스템은 건설현장에서 지반정보 검색 및 제공가능하고, 수치지도와 함께 활용할 수 있는 GIS기반의 시스템으로, 지반정보 및 메타데이터 입력기, 지반정보 등록도구, 유통용 웹시스템으로 구성되어 있다. 본 연구를 통해 개발된 지반정보 유통시스템은 지반정보 관련업무 및 처리의 효율성을 향상시키고, 건설의 모든 공정단계에서 지반정보 활용을 향상시킬 수 있을 것으로 판단된다.

• 한국지반공학회논문집
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• 제22권2호
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• pp.55-68
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• 2006

공간 지반 정보의 합리적 예측 목적으로, 대상 연구 지역을 포함하는 확장 지역 및 지표면 지질 자료 획득을 위한 추가 부지 조사라는 새로운 두 개념을 도입하여 GIS 기법 토대의 지반-지식 기반 지반 정보화 시스템(GTIS) 구축 기법을 개발하였다. 지역적 모범 적용 연구로서의 경주 지역에 대한 GTIS를 구축하기 위하여 개발된 기법에 따라, 기존 지반 조사 자료의 수집과 연구 목적의 지반 조사가 수행되었고 지표 지층 자료 확보를 위한 추가적인 부지 지표 조사가 실시되었다. 경주 지역의 지반-지식 기반 GTIS 내에서 지구통계학적 크리깅 기법을 적용하여 확장 지역에 대한 공간 지층 정보를 예측하였으며, 이로부터 연구 대상 지역의 공간 지층 정보를 추출하였다. 뿐만 아니라, 지반 관련 실무적 활용 목적의 지층 두께 및 기반암 심도의 공간 분포 지도를 구축하였다. 본 연구의 지반-지식 기반 GTIS와 일반적인 지반공학적 GIS와의 비교 결과, GTIS의 우월성을 표준 편차와 지질 전문가적 판단을 통해 확인하였다.