• Title/Summary/Keyword: 지반정보시스템

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Development of the Vibration Management System using GIS (GIS를 이용한 진동환경 관리시스템 개발)

  • Huh, Young;Koo, Yong-Woo
    • Proceedings of the Korean Society for Noise and Vibration Engineering Conference
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    • 1996.10a
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    • pp.359-364
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    • 1996
  • 특정 지역에서의 진동환경을 파악하기 위해서는 그 지역 내에서 발생하는 진동원의 종류 및 지반을 통한 진동전파 현상을 예측하고, 해당 지역이 가지고 있는 진동환경에 관한 조건들이 동시에 고려되어야 한다. 이를 위해서는 지반동역학과 관련된 정보들과 함께 해당 지역의 지리적 또는 환경조건에 따른 정보 등 많은 정보의 종합적인 분석이 필요하다. 이를 위해 본 논문에서는 GIS Software인 PC ARC/INFO를 사용한 진동관리시스템을 개발하였다.

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초광대역(Ultra wideband : UWB) 기술과 고해상도 레이더

  • 박영진;김관호;윤동기
    • Information and Communications Magazine
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    • v.20 no.2
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    • pp.109-117
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    • 2003
  • UWB 기술은 주파수 영역에서 광대역을 갖는 임펄스를 사용하므로 목표물로부터 많은 정보를 얻어, 고해상도 레이더 개발이 가능하다. 이러한 UWB 레이더의 특성을 이용하여 한국전기연구원에서는 지중 금속 물체를 탐지하기 위한 지반 탐사 레이더를 개발하였다. 개발된 레이더는 실제환경에서 금속 물체를 탐지하기 위해서 시험되었다. 개발된 레이더는 물체의 깊이에 대해 고해상도를 가졌고, 동작 파장보다 훨씬 작은 금속 물체까지도 탐지가 가능함을 보였다. 본 논문에서는 개발된 지반 탐사 UWB 레이더 시스템을 소개하고, UWB 레이더의 특성 및 UWB 기술에 대해 기술하고자 한다.

정보화시공 연구 및 기술동향

  • 정보화시공기술위원회
    • Proceedings of the Korean Geotechical Society Conference
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    • 2004.03a
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    • pp.310-325
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    • 2004
  • 국가전략 6대 분야는 IT(정보기술), BT(생명공학기술), ET(환경기술), NT(극미세기술), ST(우주항공기술) 및 CT(문화기술)로 정부 및 민간부문에서 최근 집중 육성되고 있다. 이중에서 IT는 정보시스템의 계획, 분석, 설계, 구축을 위한 일련의 연결된 형식기법을 통칭하는 용어로 광통신, 디지털방송, 무선통신, 소프트웨어, 차세대 인터넷, 컴퓨터 등을 주요 전략품목으로 삼고 있다. 지반공학에서의 IT는 '계측'이라는 다소 시대에 쳐지는 듯한 용어를 사용하고는 있지만 나름대로 컴퓨터 및 통신기술의 발달과 함께 성장하고 있다.(중략)

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Regional Estimation of Site-specific Seismic Responses at Gyeongju by Building GIS-based Geotechnical Information System (GIS 기반의 지반 정보 시스템 구축을 통한 경주 지역 부지고유 지진 응답의 지역적 평가)

  • Sun, Chang-Guk;Chung, Choon-Ki
    • Journal of the Korean Association of Geographic Information Studies
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    • v.11 no.2
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    • pp.38-50
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    • 2008
  • The site-specific seismic responses and corresponding seismic hazards are influenced mainly by the subsurface geologic and geotechnical dynamic characteristics. To estimate reliably the seismic responses in this study, a geotechnical information system (GTIS) within GIS framework was developed by introducing new concepts, which consist of the extended area containing the study area and the additional site visit for acquiring surface geo-knowledge data. The GIS-based GTIS was built for Gyeongju area, which has records of abundant historical seismic hazards reflecting the high potential of future earthquakes. At the study area, Gyeongju, intensive site investigations and pre-existing geotechnical data collections were performed and the site visits were additionally carried out for assessing geotechnical characteristics and shear wave velocity ($V_S$) representing dynamic property. Within the GTIS for Gyeongju area, the spatially distributed geotechnical layers and $V_S$ in the entire study area were reliably predicted from the site investigation data using the geostatistical kriging method. Based on the spatial geotechnical layers and $V_S$ predicted within the GTIS, a seismic zoning map on site period ($T_G$) from which the site-specific seismic responses according to the site effects can be estimated was created across the study area of Gyeongju. The spatial $T_G$ map at Gyeongju indicated seismic vulnerability of two- to five-storied buildings. In this study, the seismic zonation based on $T_G$ within the GIS-based GTIS was presented as regional efficient strategy for seismic hazard prediction and mitigation.

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Construction and Utilization Plan of Steep Slope and Underground Spatial Information DB for Steep Slope Disaster Prevention (급경사지방재를 위한 급경사지정보 및 지하공간정보 DB 구축과 활용 방안 연구)

  • Lee, Kyungchul;Jang, Yonggu;Song, Jihye;Kang, Injoon
    • Journal of the Korean GEO-environmental Society
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    • v.15 no.7
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    • pp.13-21
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    • 2014
  • Recently, a great number of natural disasters have more frequently happened than the past. The National Emergency Management Agency of Korea has made preparation for the integrated management system of steep slope lands. There is information based on the steep slope inspection sheets and the underground spatial information related to the prevention against steep slope disasters. Nevertheless, building a complete DB System to prevent the hazards and secure the safeties should be urgently dealt with. It is mainly because the information of the National Disaster Management System is restricted to the text-based brief data. Therefore, the purpose of this study is to suggest the method as to building steep slope DB system for disaster prevention and maximizing the availabilities. This study shows the way of building a web-based DB system having its root in the steep slope inspection sheets. The method of establishing the ideal DB system that has liaisons between the Ministry of Land, Infrastructure and Transport and the National Emergency Management Agency is discussed in this study. Furthermore the optimization of DB utilization will assist the various integrated steep slope management systems based on U-IT which are ongoing projects.

Seismic Site Classes According to Site Period by Predicting Spatial Geotechnical Layers in Hongseong (홍성 지역의 공간 지층정보 예측을 통한 부지주기 토대의 지진공학적 부지분류)

  • Sun, Chang-Guk
    • Journal of the Korean Association of Geographic Information Studies
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    • v.13 no.4
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    • pp.32-49
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    • 2010
  • Site characterization on geological and geotechnical conditions was performed for evaluating the earthquake ground motions associated with seismic site effects at a small urbanized area, Hongseong, where structural damages were recorded by an earthquake of magnitude 5.0 on October 7, 1978. In the field, various geotechnical site investigations composed of borehole drillings and seismic tests for obtaining shear wave velocity profile were carried out at 16 sites. Based on the geotechnical data from site investigation and additional collection in and near Hongseong, an expert system on geotechnical information was implemented with the spatial framework of GIS. For practical application of the GIS-based geotechnical information system to assess the earthquake motions in a small urban area, spatial seismic zoning maps on geotechnical parameters, such as the bedrock depth and the site period ($T_G$), were created over the entire administrative district of Hongseong town, and the spatial distributions of seismic vulnerability potentials were intuitively examined. Spatial zonation was also performed to determine site coefficients for seismic design by adopting a site classification system based on $T_G$. A case study of seismic zonation in the Hongseong area verified that the GIS-based site investigation was very useful for regional prediction of earthquake ground motions in a small urbanized inland area.

Development Status of Crowdsourced Ground Vibration Data Collection System Based on Micro-Electro-Mechanical Systems (MEMS) Sensor (MEMS 센서 기반 지반진동 정보 크라우드소싱 수집시스템 개발 현황)

  • Lee, Sangho;Kwon, Jihoe;Ryu, Dong-Woo
    • Tunnel and Underground Space
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    • v.28 no.6
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    • pp.547-554
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    • 2018
  • Using crowdsourced sensor data collection technique, it is possible to collect high-density ground vibration data which is difficult to obtain by conventional methods. In this study, we have developed a crowdsourced ground vibration data collection system using MEMS sensors mounted on small electronic devices including smartphones, and implemented client and server based on the proposed infrastructure system design. The system is designed to gather vibration data quickly through Android-based smartphones or fixed devices based on Android Things, minimizing the usage of resource like power usage and data transmission traffic of the hardware.

Development of web-based system for ground excavation impact prediction and risk assessment (웹기반 굴착 영향도 예측 및 위험도 평가 시스템 개발)

  • Park, Jae Hoon;Lee, Ho;Kim, Chang Yong;Park, Chi Myeon;Kim, Ji Eun
    • Journal of Korean Tunnelling and Underground Space Association
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    • v.23 no.6
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    • pp.559-575
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    • 2021
  • Due to the increase in ground excavation work, the possibility of ground subsidence accidents is increasing. And it is very difficult to prevent these risk fundamentally through institutional reinforcement such as the special law for underground safety management. As for the various cases of urban ground excavation practice, the ground subsidence behavior characteristics which is predicted using various information before excavation showed a considerable difference that could not be ignored compared to the results real construction data. Changes in site conditions such as seasonal differences in design and construction period, changes in construction methods depending on the site conditions and long-term construction suspension due to various reasons could be considered as the main causes. As the countermeasures, the safety management system through various construction information is introduced, but there is still no suitable system which can predict the effect of excavation and risk assessment. In this study, a web-based system was developed in order to predict the degree of impact on the ground subsidence and surrounding structures in advance before ground excavation and evaluate the risk in the design and construction of urban ground excavation projects. A system was built using time series analysis technique that can predict the current and future behavior characteristics such as ground water level and settlement based on past field construction records with field monitoring data. It was presented as a geotechnical data visualization (GDV) technology for risk reduction and disaster management based on web-based system, Using this newly developed web-based assessment system, it is possible to predict ground excavation impact prediction and risk assessment.

Development of Mapping Method for Liquefaction Hazard in Moderate Seismic Region Considering the Uncertainty of Big Site Investigation Data (빅데이터 지반정보의 불확실성을 고려한 중진지역에서의 액상화 위험도 작성기법 개발)

  • Kwak, Minjung;Ku, Taijin;Choi, Jaesoon
    • Journal of the Korean GEO-environmental Society
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    • v.16 no.1
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    • pp.17-27
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    • 2015
  • Recently, Korean government has tried out to set up earthquake hazards prevention system. In the system, several geotechnical hazard maps including liquefaction hazard map and landslide hazard map for the whole country have drawn to consider the domestic seismic characteristics. To draw the macro liquefaction hazard map, big data of site investigations in metropolitan areas and provincial areas has to be verified for its application. In this research, we carried out site response analyses using 522 borehole site investigation data in S city during a desirable earthquake. The soil classification was separately compared to shear wave velocity considering the uncertainty of site investigation data. Probability distribution and statistical analysis for the results of site response analyses was applied to the feasibility study. Finally, we suggest a new site amplification coefficient, hereby presented with the similar results of liquefaction hazard mapping using the calculated liquefaction potential index by the site response analyses. Above-mentioned study will be expected to help to follow research and draw liquefaction hazard map in moderate seismic region.