• Title/Summary/Keyword: Road structures and facilities

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Understanding Facility Management on Tunnel through Text Mining of Precision Safety Diagnosis Data (터널시설물 점검진단 데이터의 텍스트마이닝 분석을 통한 유형별·지역별 중점 유지관리요소의 이해)

  • Seo, Jeong-eun;Oh, Jintak
    • Journal of Korean Association for Spatial Structures
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    • v.21 no.3
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    • pp.85-92
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    • 2021
  • The purpose of this paper is to understand the key factors for efficient maintenance of rapidly aging facilities. Therefore, the safety inspection/diagnosis reports accumulated in the unstructured data were collected and preprocessed. Then, the analysis was performed using a text mining analysis method. The derived vulnerabilities of tunnel facilities can be used as elements of inspections that take into account the characteristics of individual facilities during regular inspections and daily inspections in the short term. In addition, if detailed specification information and other inspection results(safety, durability, and ease of use) are used for analysis, it provides a stepping stone for supporting preemptive maintenance decision-making in the long term.

Preference Analysis between Two Administrator Groups on Forest Road Facilities (임도시설에 관한 관리자 집단 간의 의식성향 분석)

  • Ji, Byoung Yun;Kweon, Hyeong-keun;Hwang, Jin Seong;Jung, Do Hyun
    • Journal of Korean Society of Forest Science
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    • v.105 no.4
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    • pp.449-455
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    • 2016
  • This study was conducted to provide the basic policy information for systematic forest road planning and maintenance management by surveying two different administrator groups. The survey results showed that the high priorities of forest road planning were silviculture, disaster prevention, and timber harvesting, and main forest road type was preferred for future use. Also 92.9% of the respondents expressed difficulties due to insufficient manpower and budget. The expected damage types due to forest road construction were threat-to-life by slope failure and dispute on crossing private land. The current main maintenance tasks on forest roads included drainage and road surface maintenance works. Main forest road facilities that should be needed after the construction were installation of additional drainage structures, and slope revegetation and stabilization.

Designing the Space under the Urban Elevated Road -A Case Study for Nengdong-Ro Street- (도시고가도로 입지구간 가로환경 설계 -능동로 '걷고싶은 거리'의 구간을 대상으로-)

  • 진양교;홍윤순
    • Journal of the Korean Institute of Landscape Architecture
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    • v.28 no.1
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    • pp.136-146
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    • 2000
  • Although the urban elevated road is welcomed in modern society to deal with urban traffic problems, its negative influence on both the pedestrian environment and urban landscape has been frequently observed. Furthermore, the space under elevated structures has been ignored, being the lost space. Recently, several efforts have been devoted into bringing back the lostspace. However, any specific design guidelines shown in the street design of Japan and Singapore have not been suggested in Korea, yet. This study proposes a case of the Nengdong-Ro street design where the two-story urban elevated road is being constructed and negative effects of the elevated road are largely expected. One of the purposes of Nengdong-Ro street design proposed in this study is to relieve the negative effect os the two-story elevated road, and to provide a better pedestrian environment in Nengdong-Ro. The other purpose is to suggest general guidelines that can be applied to the similar context as Nengdong-Ro. It is considered that the space under the elevated road generally consist of three sections: 1) main section where the elevated road runs parallel with the ground, 2) landing section where elevated road goes down to the ground, and 3) facility section where facilities such as the platform and the ticketing booth are located. The design guidelines are suggested for each section, because each section has a different situation. Plans, section and elevations and the details of the street furniture are also incorporated to support the design guidelines.

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Improvement of Flexural Structural Performance and Applied Section Shape for Sound Proof Wall Structures Using Glass Fiber Reinforced Polymer(GFRP) (GFRP를 활용한 도로 방음벽 구조물의 구조성능 및 단면형상 개선에 관한 연구)

  • Jung, Woo-Young;Choi, Hyun-Kyu
    • International Journal of Highway Engineering
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    • v.11 no.4
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    • pp.9-15
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    • 2009
  • This research presents the structural performance and an improving technique for flexural capacity of road safety facilities based on the damage cases by wind pressure. Among road safety facilities, a support frame of soundproofing walls is considered as a prototype structure and its corresponding structural behaviors and section design are performed mainly by analytical and experimental studies. On the basis of analytical results, glass fiber reinforced polymer(GFRP) with an epoxy matrix which is high stiffness-to-weight ratio was used for applied one of strengthening techniques and their results shows that support frame strengthened by GFRP is the most effective compared to other cases proposed in this research for advancing its flexural improvement, Finally, optimum section design was performed analytically to evaluate wind-resistance capacity and its result would be very useful for developing a practical design guideline for Road safety facilities under strong wind.

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Passenger Safety Assessment by Real Car Crash Simulation of Composite Post Structures (복합소재 기둥 구조의 실차 충돌 해석에 의한 탑승자 안전성 평가)

  • Kim, Gyu-Dong;Lee, Sang-Youl
    • Journal of the Korean Society for Advanced Composite Structures
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    • v.5 no.2
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    • pp.15-20
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    • 2014
  • This study carried out passenger safety assessment by real car crash simulation of composite post structures for road facilities. The effects of different material properties of composites for various parameters are studied using the LS-DYNA finite element program for this study. In this study, the existing finite element analysis of steel post structures using the LS-DYNA program is further extended to study dynamic behaviors of the structures made of various composite materials. The numerical results for various parameters are verified by comparing different models with displacements and stress distribution occurred in the post and car.

A Study on the Open Space System in Korean Rural Settlement. (한국 농촌자연부락의 녹지체계에 관한 연구)

  • 문석기
    • Journal of the Korean Institute of Landscape Architecture
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    • v.15 no.2
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    • pp.43-56
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    • 1987
  • The concept of ‘Open Space’ is conceived to be very valuable subject of interest in developing modern settlement system. In Korea, many new and old residential sites have been developed or renewed to fulfil the housing demands. And such trends seem to continue for the time being. What is more, the requirments for more comfortable residential environments, that is deeply concerned with ‘Open Space’, inorease gradually. As a basis for designing more efficent residential environments to fit Korean morden life style, self - grown, traditional and agricultural villages are studied. This study is concenturated on the Open Space System with its socio - cultural and physical backgrounds. For this, data and materials are some widely collected and are analysed focused on the systems and structures of ‘Open Spaee’. Some results from this study are summarized as follow ; 1. It is assumed that the number of houses per village is around 60, and that its area reaches to the radious of 3-4km. 2. ‘POONGSU’is a generally adopted theory based on natural elements like mountians, waters, and orientations when locating villages and composing their spatial structures. As a result of this, the basic structures of villages and Open Space are defined. 3. Circulation system is integrated to the hierachyal order system ; that is, Passing Road \longrightarrowEntry Road\longrightarrowCentral Read\longrightarrowDisperse and Access Road. 4. The natural and agricultural land uses are overlapped with diverse outdoor activities - religious services, play and recreation, relaxation, etc - without any physical modification. 5. At each villages, several artificial and spot - like green facilities are found. And distinctive functions, meanings, and locationalities are given to each of them. On that, they become a visual and psychological centers of each village. 6. In addition to its basic function of circulation, Central Road takes the sence of place for outdoor activities. Because of this charactor, it plays an important role of activating the village life and binding the various Open Space elements.

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A study of Improvement on the Road Drainage Poor Site (도로배수 취약구간의 개선방안에 대한 연구)

  • Lee, Man-Seok;Kim, Heung-Rae;Lee, Kyung-Ha;Kang, Min-Soo;Song, Min-Tae
    • International Journal of Highway Engineering
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    • v.13 no.2
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    • pp.125-131
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    • 2011
  • This research aims to investigate the cause of the occurrence of a weak road drainage section scientifically and specifically through a site survey for a poorly drained section occurring due to rainfalls during road operation. This paper deeply reviewed the existing research results and current situation data on the poorly drained sections accumulated in Korea Expressway Corporation in order to investigate the cause of the occurrence of a weak road drainage section, and deeply verified and analyzed the weak sections for the road surface drainage facilities and the other road drainage facilities by visiting the expressway controlled by the 6 local headquarters and 33 branches of Korea Expressway Corporation. As a result of site surveys for the weak road drainage sections, i) in a road surface section, occurrence of ponding in the road shoulder pavement due to slope changes, bad collection of water in the collecting well at a median strip, shortage of road shoulder dike height, and inferior construction, etc. was analyzed to be the main cause of the occurrence of poorly drained sections, and ii) in a road neighborhood section, the occurrence of pavement height difference in a main road and shoulder section due to inferior ditches on a slope and the bad drain age at the inlet and outlet of a culvert due to soil deposits, debris, etc. were analyzed to be the main cause of the occurrence of weak sections. Proposed as a plan to improve the poorly drainage section of road were i)calculation of capacity through material changes at the ditch, enhancement of vertical sections and hydraulic analysis in terms of construction and other aspects, ii)derivation of a combined slope considering a slope and a vertical linearity and maintenance of proper distance between drainage structures in a vertical concave section in terms of geometrical structure, and iii)calculation of the drainage facility installation interval using a minutely rainfall intensity formula and a non-uniform flow analysis technique in terms of hydraulics and hydrologics and prompt removal of rainfalls from the road surface according to a linear drainage method.

Study on Subsurface Collapse of Road Surface and Cavity Search in Urban Area (도심지 노면하부 지반함몰 및 공동탐사 사례 연구)

  • Chae, Hwi-Young
    • Tunnel and Underground Space
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    • v.27 no.6
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    • pp.387-392
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    • 2017
  • Recently, road cave-ins, also referred to as ground sinking, have become a problem in urban environments. Public utility facilities such as sewage pipelines, communications pipes, gas pipes, power cables, and other types of underground structures are installed below the roads. It was reported that cave-ins are caused by the aging and lack of proper maintenance of underground facilities, as well as by construction problems. A road cave-in is first initiated by the formation of cavities typically induced by the breakage of underground pipelines. The cavities then grow and reach the base of the pavement. The traffic load applied at the surface of the roads causes an abrupt plastic deformation. This type of accident can be considered as a type of disaster. A road cave-in can threaten both human safety and the economy. It may even result in the loss of human life. In the city of Seoul, efforts to prevent damage before cave-ins occur have been prioritized, through a method of discovering and repairing joints through the 3D GPR survey.

The Research of Existing Traffic Safety Facilities Condition for Enhancing in School Zone Safety (어린이 보호구역의 안전성 제고를 위한 교통 안전시설 실태연구)

  • Park, Byong-Gyu
    • Journal of Korean Association for Spatial Structures
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    • v.13 no.2
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    • pp.101-109
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    • 2013
  • Children are out future society members but they are not well cared to be safe from various accidents. This is due to facilities were installed upon the children's for adults which can not provide safe traffic environment for children's schooling who are not fare enough experience and matured. "The Rule of declaim for school zone and it's Management"was established in the year 1995 based on the article 11 by the "Road Traffic Low". And 15,136 school zone declared by the above rule. In this study, four elementary schools located in Nowon-gu are selected and analyzed about state of elementary school, scope of school zone, installation of street furniture, and safety signs. The analysis showed that scope of school zone is currently set in 150-meter though the regulation is within 300-meter radius. Therefore, expansion of the scope is required. It is necessary to take control of vehicle during commuting times and holograms which can be noticed in school zone have to be installed as well. Through these improvements, safety zone will be offered to children effectually.

A Study on the Modification of the Standard Items and Codes for the Road and Related Facilities suggested by NGIS (NGIS 표준에서 제시된 도로·도로시설물 항목 및 표준코드의 보완 및 확장에 관한 연구)

  • Kim, Seong Hoon
    • Journal of Korean Society for Geospatial Information Science
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    • v.9 no.1 s.17
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    • pp.67-75
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    • 2001
  • One of the biggest problems found from the results of the various GIS-related projects is this. In spite of the fact that there is a national standards on GIS data structures, in building and managing the information on a variety of facilities in an area, each of the concerned organizations has been building the information using their own standards on the selection and organizations of the target facilities, naming convention, and coding regulations of the selected facilities. This distinctively exposes the limits and problems of the national GIS data standards in adopting to the regional GIS projects, resulting in considerable problems in sharing the information already built. The national GIS data standards, therefore, should be expanded and revised. As an effort to solve the above-mentioned problems, this paper suggests an idea on the revision and expansion of the national GIS data standards in the field of road and related facilities. It is believed that same efforts should be made for the other areas of the national GIS data standards to increase the applicability to various GIS projects.

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