• Title/Summary/Keyword: Korea Highway

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Vegetation Structure and Succession of Highway Cutting-slope Area (고속도로 절토비탈면의 식생구조와 천이)

  • Song, Hokyung;Jeon, Giseong;Lee, Sanghwa;Kim, Namchoon;Park, Gwansoo;Lee, Byungjun
    • Journal of the Korean Society of Environmental Restoration Technology
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    • v.8 no.6
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    • pp.69-79
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    • 2005
  • This study was carried out to select proper species for early stage replantation in highway cut-slope area. In highway cut-slope area, sample plots of 106 were selected, and their vegetations and environmental factors were investigated. 1. We found total 172 species in the 106 cutting area of highway. The species of high frequency of highway cut-slope were found in the order of Lespedeza bicolor, Artemisia princeps var. orientalis, Festuca arundinacea, Erigeron annuus, Lespedeza cuneata, Lactuca indica var. laciniata, Eragrostis curvula, Dactylis glomerata, Oenothera lamarckiana, Wistaria floribunda, Humulus japonica, Commelina communis, Miscanthus sinensis, Pueraria thunbergiana, Pinus densiflora, etc. 2. The average vegetation coverage was over 90% in the study sites and the average coverage was 91.4% in the total cut-slope area. The species of high coverage of highway cut-slope area were found in the order of Festuca arundinacea, Eragrostis curvula, Lespedeza bicolor, Wistaria floribunda, Lespedeza cuneata, Dactylis glomerata, Artemisia princeps var. orientalis, Humulus japonica, Pueraria thunbergiana, Robinia pseudoacacia, Poa pratensis, Medicago sativa, Festuca ovina, Pinus densiflora, Parthenocissua tricuspidata, etc. 3. The total coverage in the foreign plants of Festuca arundinacea, Eragrostis curvula, Dactylis glomerata, Poa pratensis, Medicago sativa, Coreopsis drummondii and native plants of Lespedeza bicolor, Wistaria floribunda, Lespedeza cuneata, Amorpha fruticosa, Indigofera pseudotinctoria, Lespedeza cyrtobotrya were 57.52%. That is, the ecological succession of native herbs and parachute shrubs have delayed because the afforested plants occupy 57.52%. In future, the coverage of foreign herbs have to reduce, and the coverage of the native herbs and parachute shrubs must be increased. 4. The native seed of Artemisia sp., Miscanthus sinensis, Smilax china, Pueraria thunbergiana, Rubus crataegifolius, Rubus parvifolius, Pinus densiflora, Rhus chinensis, Albizzia julibrissin, Rhododendron mucronulatum, Clematis apiifolia, Zanthoxylum schinifolium, Prunus sargentii could be added in the seedling of the temperate south zone highway with the used seeds. The native seed of Artemisia sp., Miscanthus sinensis, Rubus crataegifolius, Rhododendron mucronulatum, Weigela subsessilis, Stephanandra incisa, Rhus chinensis, Pinus densiflora, Salix koreensis, Cocculus trilobus, Populus alba, Spiraea prunifolia for. simpliciflora, Clematis apiifolia, Lindera obtusiloba, Quercus serrata, etc., could be added in the seedling of the temperate middle zone highway with the used seeds. 5. We have some recommendation. The native plants have to growth in the highway cut-slope area instead of foreign plants to have good environmental ecology. The role of the foreign plants should be the plant for the initial several years in the highway cut-slope area. And, the native plants should growth in the next season. 6. We should protect shrubs and trees in the highway slope area because shrubs and trees can be more helpful in stabilizing of the slope area than herbs.

The Application of TMP Method on Suk-San Highway Bridge (석산육교 공동충전을 위한 가소상 모르타르 충진(TMP)공법 적용)

  • Han, Bog-Kyu;Shin, Gaon-Su;Cheong, Hai-Moon;Lee, Jea-Do
    • Proceedings of the Korea Concrete Institute Conference
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    • 2006.05a
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    • pp.626-629
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    • 2006
  • Suk-San highway bridge, located on a soft ground environment, had been examined the current condition of settlement estimation throughout G.P.R(Ground Penetrating Radar), general observation and visual observation(video camera & scope). According to the above observations, the ground of this area has sunk about thirty centimeters since 1996. Also, currently, Suk-San highway bridge has been disjoining the gap between the structure and ground. Therefore, it is necessary to fill it up the gap. The purpose of this paper is to report the effects of Sunk-San highway bridge was observed by G.P.R. & general observation etc. and to present the results of repair of Suk-San highway bridge filling the gap up.

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A Study of driving simulator applications for road safety in geometric design (도로선형과 기하구조 연구를 위한 드라이빙 시뮬레이터의 교통안전시설 요소분석)

  • Chung, Sung-Hak
    • Proceedings of the Safety Management and Science Conference
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    • 2008.11a
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    • pp.561-567
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    • 2008
  • The objectives of this study is to: (1) develop how applications for driving simulator of national highway safety designs when those are appeared; (2) examine the degree to which those geometric designs of the horizontal and vertical profile; and (3) search positive safety and passive highway safety design of the point at which highway alignment factors initiate driving safety to facility or highway design.

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Development of Highway Photologging Vehicle for the Highway Management System (도로관리통합시스템을 위한 도로영상수집차량개발)

  • Jeong Dong-Hoon;Sung Jung-Gon
    • Spatial Information Research
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    • v.13 no.3 s.34
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    • pp.211-220
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    • 2005
  • To understand present road state quickly and correctly, The Ministry of Construction and Transportation pushing on with their plan that they offer digital images to user with position information in the HMS(Highway Management System). For that plan, the Korea Institute of Construction Technology developed a highway photologging vehicle which could acquire two high resolution color CCD images with fixed distance on the way to run. In this paper, especially, development of image aquisition S/W and synchronization device are described. And also their performance and trajectory accuracy are investigated together. As a result, it could be hon that the newly developed highway photologging vehicle is suitable to the road image acquisition work far the HMS.

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Prospects of Slope Revegetation Operation and Development Process of Highway Landscape Architecture (우리나라 도로녹화(道路綠花)의 발전과정(發展過程)과 비탈면 녹화사업(綠化事業)의 전망(展望))

  • Jung, Tae-Geun
    • Journal of the Korean Society of Environmental Restoration Technology
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    • v.2 no.1
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    • pp.88-93
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    • 1999
  • In modern period, the history of highway landscaping can be divided into three stages. The first stage from the late 1960s to the early 1970s : during this period revegetation operation started and landscape architecture was introduced. The second stage from the late 1970s to the early 1980s : during this period the definition of functional planting which had played the most important role in highway landscaping was established. Also, highway landscaping was influenced by Japan, and the revegetation of highway slopes were applied with Seedspray, Block-sodding methods, and so on. The third stage from late 1980s to the present : during this period eco-landscaping was introduced and began to mix with ecosystem techniques. The revegetation works of cutting-rock slopes have widely been developed. Many people think that landscaping is necessary for us, and that revegetation method is effective to conserve slope environment. Based on accumulated data we have to improve the function of landscaping and revegetation method, and also have to establish the method of landscaping harmonized with our own landscape.

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A study of the highway advisory radio system implementation for traffic information service (교통정보제공을 위한 노변방송시스템 구축에 관한 연구)

  • Chung, Sung-Hak
    • Journal of the Korea Society of Computer and Information
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    • v.14 no.6
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    • pp.153-164
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    • 2009
  • The objective of this study is to provide systematic design of the Korea's highway advisory radio system in intelligent transport systems. Highway advisory radio services support safety driving and traffic information for travellers, and rapid response of the system for emergency status not only dissemination of traffic for traffic but also flood, heavy snowfall, falling rocks, closed-road, collapse, accident and so on. Therefore, highway advisory radio service contributes national highway safety management system to the voice of the nation of user-centered traffic information service.

Cost and Schedule Analysis of Highway Projects based on Project Types

  • Shrestha, Bandana;Shrestha, Pramen P.
    • International conference on construction engineering and project management
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    • 2022.06a
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    • pp.50-56
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    • 2022
  • Change Orders generally impact cost and schedule performance of highway projects. However, highway projects that do not have any change orders also face cost growth and schedule delays. This study seeks to determine the cost and schedule performance of Texas DOT projects by collecting project data for 120 highway projects completed between 2016 to 2020. For the study, we selected project data that has zero or negative change orders which were then grouped and analyzed based on their Project Types i.e., maintenance works; structural works; restoration and rehabilitation works; and safety works. The study found that performance of Maintenance and Safety type projects had less cost and schedule growth among the data analyzed. Statistical tests also found that even though the projects have no change orders, Rehabilitation and Restoration type projects experienced significant schedule growth compared to others. However, the data did not show any significant cost and schedule growth for the projects when statistical tests were performed on overall data. The study concluded that highway projects are experiencing schedule growth even though the projects had no change orders. Results from the study can help planners, engineers, and administrators to gain better insight on how different types of highway projects are performing in terms of cost and schedule and eventually derive appropriate solutions to minimize cost and schedule growth in such projects.

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Hands-on Tools to Prevent Human Errors in Highway Construction (고속도로 건설현장의 인적오류 예방을 위한 실무자용 도구 개발)

  • Kim, Jung-Yong;Yoon, Sang-Young;Cho, Young-Jin
    • Journal of the Ergonomics Society of Korea
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    • v.30 no.1
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    • pp.19-28
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    • 2011
  • Objective: The aim of this study is to reclassify human errors and to develop hands-on tools to apply the new classification for preventing human error accidents in highway construction site. Background: The main cause of accidents in highway construction was reported as the carelessness of workers. However, such diagnosis could not help us operationally prevent accidents in real workplace. Method: The accidents in highway construction were reanalyzed and the causes of human error were reclassified in order to educate and improve the awareness of human error in highway construction. Field survey and interview with safety managers and workers were conducted to find the causal relationship between the actual accidents and the human errors. Results: The most frequently observed human errors in highway construction were classified into six categories such as mis-perception, distraction, memory fail, slip, cognition error and mis-judgment. In order to provide hands-on tools to increase the awareness of human error in construction field, the human error checklist and card sorting diary were developed. Especially, the card sorting diary was designed to increase the ability in human error inspection of safety manager at construction site. Moreover, posters were developed based on actual accident cases. Conclusion: We suggested that the improved awareness and analytical report on checklist, card sorting diary and posters for construction field could collectively prevent the accident. Application: The classification of human error, hands-on tools and posters can be directly applicable on highway construction site. This analytical and collective approach preventing human error-related accident could be extended to other construction workplaces.

A Field Study to Investigate Moisture Loss from Early-Age Concrete Pavements

  • Jeong Jin-Hoon;Choi Koil
    • Journal of the Korea Concrete Institute
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    • v.16 no.5 s.83
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    • pp.725-731
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    • 2004
  • A field test program was conducted for the newly placed concrete pavement of US Interstate Highway 10 between March 26th and 28th, 2003. The test section was located between Van Horn and Sierra Blanca in Hudspeth County approximately 130 km east of El Paso, Texas. The main objective of the test was collecting moisture-related data to validate the models of effective curing thickness, evaporation rate, and moisture-based maturity. Effect of moisture loss on drying shrinkage strain was studied using additional test instrumentation.

A Study on Driver's Characteristics in Long Tunnel Using Driving Simulator (시뮬레이터를 이용한 장대터널 내에서의 운전자 특성 연구)

  • Park, Hyung-Jin;Hwang, Kyung-Joo;Shin, Hyun-Joo
    • Journal of the Ergonomics Society of Korea
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    • v.26 no.2
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    • pp.89-102
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    • 2007
  • Generally, it is well known that driving in tunnel imposes large burden to driver because of spatial constraint, limited visual field and so on. And such a burden of driver result in high accident occurrence. In this reason, studies dealing with features of driving and traffic flow in tunnel have been performed. However, information about characteristics of drivers and traffic in a very long tunnel is not accumulated yet. The purpose of this study is to identify the relations between tunnel length and burden of driver, driving patterns, traffic flow characteristics using the tunnel simulator that realizing various tunnel situations. For this, the tunnel simulation program was developed along 11km-length section. And biological data of 10 subjects gained from driving condition in simulation program was analyzed and compared with the result of real driving condition.