• Title/Summary/Keyword: 낙석 및 산사태

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GIS를 이용한 철도 연변 낙석, 산사태 정보시스템 개발

  • 이사로;송원경;박종휘
    • Proceedings of the Korean Society for Rock Mechanics Conference
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    • 2001.03a
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    • pp.221-230
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    • 2001
  • 본 연구에서는 지리정보시스템(GIS)을 이용하여 철도 연변 낙석, 산사태 관련 공간정보를 검색 및 출력 등 관리할 수 있는 정보시스템을 개발하였다. 이를 위해 전국 철도 노선 중 낙석 및 산사태 발생 가능성이 높은 경춘선, 영동선, 중앙선, 태백선, 정선선의 2.5km 혹은 5km 반경 지역에 대해 철도 관련 정보, 각종 지도 관련 정보, 지형분석 정보, 수문기상 정보, 현장 조사된 낙석 관련 정보 등 각종 공간 데이터베이스를 구축하였다. 그리고 구축된 공간 데이터베이스를 관리하는 철도 연변 낙석, 산사태 정보시스템을 개발하였다. 본 정보시스템은 보기환경, 테이블환경, 차트환경, 레이아웃환경, 프로젝트환경 등 5개로 구성되어 있다. 본 정보시스템의 기능은 구축된 공간 데이터베이스를 입력, 검색, 출력 뿐 아니라 자료 변환, 자료 및 범례 편집, 라벨 생성, 화면 확대, 축소, 지도 작성, 그림 편집, 문자 DB 관리, 차트작성, 도움말 등 다양하다. 본 정보시스템은 ArcView의 스크립트 언어인 Avenue를 이용하여 개발되었고 풀다운 메뉴 및 아이콘 방식을 채택하여 사용자가 사용하기 쉽게 개발되었다. 구축된 공간 데이터베이스와 개발된 정보시스템은 낙석 및 산사태 관리 및 분석을 위한 기본 자료 및 도구로 사용될 수 있다.

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Development of Railroad Rockfall and Landslide Information System using GIS (GIS를 이용한 철도 연변 낙석, 산사태 정보시스템 개발)

  • 이사로;송원경;박종휘
    • Tunnel and Underground Space
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    • v.11 no.1
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    • pp.64-71
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    • 2001
  • The purpose of this study is to develop rail rockfall and landslide information system to manage spatial database using GIS. For this, a spatial database containing information such as railroad, map, topographic analysis, meteorological data, and rockfall has been constructed for 2.5 km or 5 km buffer zone from the Kyungchun, Youngdong, Jungang, Taebak and Jungsun Rairoad where risk of landslide occurrence potential is high. For management of the spatial database, railroad rockfall and landslide information system has been developed. The information system consists of view, table, chart, layout and project environment. The functions provided in the system are data conversion, editing, labeling, zoom in and out, map making, graphic editing, text DB management, charting, on-line help as well as input, retrieve and output of spatial database. The system was developed using ArcView script language Avenue, and consisted of pull-down menus and icons for easy use. The spatial database and the information system can be used to rockfall and landslide management and analysis near the railroad as basic data and tool.

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Development of Simulator for Rockfall and Landslide using Physical Engine (물리엔진을 사용한 낙석 및 산사태 시뮬레이터 개발)

  • Kim, Sung-Ho
    • The Journal of the Korea Contents Association
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    • v.9 no.9
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    • pp.60-67
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    • 2009
  • This paper describes a development of system that enables the user to simulate the rockfall and landslide from slopes using physical engine. Until now, it will not be able to accomplish the virtual experiment of three-dimensional interpretation about slope informations, stability evaluation, the rockfall and landslide simulation, etc., because of absence of three-dimensional simulation systems which relates with slopes. With like that reason, this paper developed a simulator which is identical or similar the rockfall and the landslide where the possibility which will occur or occurred from actuality is high very actual condition from virtual experiment. For a simulator development, this paper uses the physical engine which is mainly used from computer game and animation development etc., And it will be show the process where the rockfall and landslide occurs with simulator. This simulator which sees the process where the rockfall and the landslide occur from three-dimension computer graphics theory and the physical engine, is a system which is the possibility of showing actual feeling. Therefore, the result of this paper is applied in vehicle travelling guidance system and intelligence traffic systematic etc., because of creates visual service and three-dimensional application of the slope information database which is developed in existing, and will be able to forecast the upgrade of user benefit planning and a service.

Development of the Guiding System for the Counter-Construction Method Stabilizing Slopes (사면안정 대책공법 안내시스템 개발)

  • Ji, Young-Hwan;Hur, Tae-Sung;Hwang, Yeong-Cheol;Tscha, Yeong-Hwan;Lee, Seung-Ho
    • Proceedings of the Korean Information Science Society Conference
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    • 2007.10c
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    • pp.159-162
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    • 2007
  • 상지대학교 #낙석 및 산사태 방재연구단#에서는 #건설교통부 지역기술혁신사업#의 일환으로 사계절 낙석과 산사태 위험에 노출되어 있는 강원지역의 주요 도로 사면에 대한 재해를 저감하기 위하여 통합 사면관리기술, 광역산사태 저감기술 및 사면 안정성중대기술을 개발하고 있다. 본 논문은 강원지역의 최근 5년간 시공된 주요 사면별 178종의 애트리뷰트들의 정보를 Database화하고 이를 활용하여 시공 예정인 특정 사면과 환경조건이 유사한 사면에 적용하였던 공법들과 이에 따른 유지보수 내역과 안정성 등의 정보를 제공하는 사면정보 검색시스템의 설계와 구현에 관한 것이다. 검색의 효율성을 위해 18종의 중요 애트리뷰트들을 선정하고, 이들을 선택형과 기재형으로 분류한 후, 공법들간의 유사도(일치도)를 측정하는 방안을 도입하였다.

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Types and Characteristics of Landslides in Danyang Geopark (단양 지질공원 내의 산사태 유형과 특징)

  • Seong-Woo Moon;Ho-Geun Kim;Yong-Seok Seo
    • The Journal of Engineering Geology
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    • v.33 no.3
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    • pp.427-438
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    • 2023
  • We carried out a geological survey to classify the types of mass movement in Danyang Geopark (where various rock types are distributed) and analyzed the mechanical and hydraulic characteristics of landslide materials using a series of laboratory tests. Debris flows occurred in areas of limestone/marble, shale, and porphyroblastic gneiss, and limestone/marble landslides were distinguished from the others through the presence of karren topography. Soil tests showed that soil derived from weathered gneiss, which has a higher proportion of coarse grains, has a higher friction angle, lower cohesion, and larger hydraulic conductivity than soils from areas of limestone/marble, and shale. Rock failure mass movements occurred in areas of phyllite, sandstone, and conglomerate and were subdivided into plane failure, block-fall, and boulder-fall types in areas of phyllite, sandstone, and conglomerate, respectively. The shear strength of phyllite is much lower than that of the other types of rock, which have similar rock quality. The slake durability index of the conglomerate is similar to that of the other rock types, which have similar degrees of weathering, but differential weathering of the matrix and clasts was clearly observed when comparing the samples before and after the test. This study can help establish appropriate reinforcement and disaster prevention measures, which depend on the type of mass movement expected given the geological characteristics of an area.

Development of Integrated Slopes Database System for Real-Time Global Web Service (광역 실시간 웹 서비스를 위한 통합 사면 데이터베이스 시스템 개발)

  • Lee, Kyu-Woong;Tscha, Yeong-Whan;Lee, Seung-Ho
    • The Journal of the Korea Contents Association
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    • v.10 no.6
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    • pp.471-479
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    • 2010
  • The main contribution of this paper is to propose the integrated database schema from several research projects included in "The Next Generation New Technology for Rock-falling and Landsliding Project". Furthermore this paper describes the development of integrated standard database system for the slopes databases. We also develop and implement the global real time web service system in order to provide one-stop data service for the slopes. In this paper, the new integrated database paradigm for rock-fall and landsliding data is designed and proposed and also data management system is developed based on the global web service system.

Analysis of the Controlling Factors of an Urban-type Landslide at Hwangryeong Mountain Based on Tree Growth Patterns and Geomorphology (부산 황령산에서의 수목 성장 및 지형 특성을 이용한 도시 산사태의 발생원인 분석)

  • Choi, Jin-Hyuck;Kim, Hyun-Tae;Oh, Jae-Yong;Kim, Young-Seog
    • The Journal of Engineering Geology
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    • v.21 no.4
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    • pp.281-293
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    • 2011
  • We investigated the causes and characteristics of a landslide at Hwangryeong Mountain, Busan, based on aerial photos, annual precipitation data, rock fracture patterns, and geomorphic features using GIS Software, and a statistical analysis of tilted trees. The analyzed slope shows evidence of a previous slope failure event and the possibility of future failures. Although the NW-SE trending slope was relatively stable until 1975, a large-scale slope failure occurred between 1975 and 1985 due to complex factors, including favorably oriented geologic structures, human activity, and heavy rain. This indicates that a detailed study of geologic structures, slope stability, and rainfall characteristics is important for slope cuttings that could be a major factor and cause of urban landsliding events. The statistic analysis of tilted trees shows a slow progressive creeping type of mass wasting with rock falls oblique to the dip of the slope, with the slope having moved towards the west since 1985. A concentration of tree tilting has developed on the northwestern part of the slope, which could reach critical levels in the future. The analysis of deformed trees is a useful tool for understanding landslides and for predicting and preventing future landslide events.

Development of Slope Information Retrieval and Real-time Warnings System for a Landslide Disaster Reduction from Mobile Environments (모바일 환경에서의 산사태 재해 저감을 위한 사면 정보 검색 및 실시간 경고 시스템 개발)

  • Kim, Sung-Ho;Ji, Young-Hwan;Lee, Seung-Ho
    • The Journal of the Korea Contents Association
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    • v.10 no.2
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    • pp.81-88
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    • 2010
  • This paper describes a development of next generation information remote retrieval and warning system that enables the user to make slope information retrieval remotely for a rockfall and landslide disaster reduction from mobile environments. And this system will be able to warn with a real-time stability condition about the slope which circumference are contiguous in standard user location. Slope information which provides to the user, become the service which upgrades from depth deep information directness will be able to confirm in order from field with applies multimedia style information which is various. In order to retrieve slope information with the wire and wireless internet from the remote place, we used mobile PC carrying is simple. Also this system attached GPS receiver to mobile PC in order to confirm user location as a real-time from the electronic map from field. Specially this system user location divide the safety of the slope which within the area where are fixed in the center are representative with 'safe area', 'collapse area' and 'collapse forecast area' etc. And to indicate with the icon of each other different color simultaneously in the electronic map. With like that reason, this system which sees the user even while moving safety condition about circumferential slope from the electronic map is having the strong point will be able to grasp with a real-time in one eye. Also warning message leads at the case real-time when the collapse will occur in specific slope, to inform to the user. Therefore this system which sees will be able to reduce the disaster which is caused by in landslide a very big strong point and has.

Test equipment development and test results analysis of optical fiber fence and OTDR for obstacle detection system (지장물검지장치용 광펜스 및 OTDR 시험설비 개발 및 기능시험결과 분석)

  • Jun, Kyung Han;Choi, Young Hun;Lee, Chang Min
    • Journal of The Korean Society For Urban Railway
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    • v.6 no.4
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    • pp.269-278
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    • 2018
  • Railway obstacle detecion system has been introduced with high-speed railway in 2004 to prevent accidents by obstacles such as landslide, rockfall and things fallen from the gauntry over the railway. But existing system has some limitation for landslide or fallen obstacle over railway. Therefore, In this study, we suggest new advanced obstacle detection system introducing the OTDR, optical fiber fences and detection cameras. This system can detect depression degree by the force to the fences and video for the specific region as well as detection wire Off condition. We produce and functional tests for fiber fence and OTDR, which are the core parts of the development system, and results were obtained to demonstrate improved detection capabilities. Several functions also been tested to verify the advanced detection performance and got some satisfactory results. Further we will conduct environment tests and field test.