• Title/Summary/Keyword: roadway transport

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Development of a Korean-version Integrated Message Set to Provide Information on Traffic Safety Facilities for Autonomous Vehicles (자율주행 자동차 대응 교통안전시설의 정보 제공을 위한 한국형 통합 메시지 셋 설계 방안 연구)

  • Eunjeong Ko;Hyeokjun Jang;Eum Han;Kitae Jang
    • The Journal of The Korea Institute of Intelligent Transport Systems
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    • v.21 no.6
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    • pp.284-298
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    • 2022
  • It is necessary to acquire information on traffic safety facilities installed on the roadways specifically for the operation of autonomous vehicles. The purpose of this study is to prepare a Korean version of an integrated message-set design as a way to provide to autonomous vehicles standardized information on traffic safety facilities. In this study, necessary facilities are classified according to four criteria (no legal basis; not providing information to autonomous vehicles; providing duplicate information; not standardized, and too difficult to generalize) based on information that must be provided to operate autonomous vehicles. The priority of information delivery (gross negligence followed by behavior change) was classified according to the importance of the information to be provided during autonomous driving, and the form was defined for the classification code in the information delivered. Finally, the information location and delivery method of traffic facilities for compliance with SAE J2735 were identified. This study is meaningful in that it provides a plan for roadway operations by suggesting a method for providing information to autonomously driven vehicles.

Estimating Traffic Accident Reduction Effect of Road Safety Facilities in Intersesctions (교차로에서의 도로·교통안전시설물의 교통사고 감소효과도 추정)

  • YOON, Yeo Il;LEE, Soo Beom;LIM, Joon Beom;PARK, Kil Soo;MOON, Jeong Sik
    • Journal of Korean Society of Transportation
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    • v.35 no.2
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    • pp.129-142
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    • 2017
  • Accident Black Spot Improvement Project is the representative road safety intervention to eliminate environmental risk factors on the roadway by installing road safety facilities. Although it is one of the main road safety projects in Korea, there has been a lack of effort analyzing the traffic accident reduction effects of this project. In this study, therefore, we selected 4,171 road black spots from 2004 to 2013 and investigated the traffic accident reduction effects of 5 road safety facilities by using "Comparison Group(C-G)" method. Through the analysis, it was found that the number of traffic accidents were lowered by 4.45% with traffic islands, 32.17% with road paved markers, and 24.13% with speed cameras, respectively. However, 0.61% with pedestrian fencing and 1.67% with skid resistant pavement were increased on the other hand. In addition, we also analyzed traffic accident reduction facilities' performance on specific types of collision mentioned in manual on road safety facilities by Ministry of Land, Infrastructure and Transport. It was shown that the number of bad weather traffic accidents were reduced by 52.96% with road paved markers, pedestrians accidents were reduced by 62.77% with pedestrian fencing and rear-end collisions were reduced by 26.00% with skid resistant pavement.

Factors Influencing Crash Severity by the Types of Bus Transportation Services Using Ordered Probit Models (순서형 프로빗 모형을 이용한 버스 운송사업 유형 별 사고심각도 영향요인 분석)

  • YOON, Sangwon;KHO, Seung-Young;KIM, Dong-Kyu
    • Journal of Korean Society of Transportation
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    • v.36 no.1
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    • pp.13-22
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    • 2018
  • Buses, one of the representative public transportation modes, are divided into a vareity of service types according to the purpose of operation, operating distance, and management agencies. Although bus-involved crashes may cause large amount of damage due to the higher number of passengers boarded on a bus, prior research has little focused on crash severity according to bus service types. This study aims to investigate factors influencing crash severity in bus-involved crashes and to present policy implications to reduce crash severity by bus service type. To do this, bus-involved crash data from the Traffic Accident Analysis System (TAAS) during five-year period are used. Ordered probit models for three types of bus service, i.e., city bus, suburban and express buses, and charter buses, are estimated to analyze the factors of accident severity. The results show that there are significant differences of factors affecting crash severity among the types of bus services while speed and road surface influence all the types of buses. In case of local buses, time of day, roadway alignment, and installation of a traffic signal are found to be statistically significant factors. Seat belt and road class have significant effects on injury severity of the intercity and express buses. Chartered buses have time of day, driving experience, seatbelt, traffic signal, and day of week as the significant factors. The results of this study are expected to contribute to the reduction of the crash severity by each bus service type.

Case study on the cause of failure and characteristics of soil at a collapsed cut-slope at the ${\bigcirc}{\bigcirc}$ Detour, Jeonranam-Do (전라남도 ${\bigcirc}{\bigcirc}$우회도로 비탈면 붕괴발생원인 및 토사지반특성 사례 연구)

  • Kim, Seung-Hyun;Koo, Ho-Bon;Hwang, Jin-Hyun;Son, Moon
    • The Journal of Engineering Geology
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    • v.21 no.4
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    • pp.313-322
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    • 2011
  • On September 2007, numerous slopes at Jeonranam-Do collapsed as a result of rainfall related to Typhoon Nari. Failure occurred at a road cut-slope on the ${\bigcirc}{\bigcirc}$ detour road, damaging transport infrastructure. This study aims to determine the cause of failure based on field investigations, the geotechnical properties of soil, clay mineral composition, and quantitative analysis. The studied cut slope consists of weathered soil that originated from volcanic rocks, and minor faults and a mafic dyke. Surface water tends to seep into the soil because the roadway is not sealed and because of poorly installed drainage. Sieve and XRD analyses indicate that soils in the failure zone are ML and CH, which are prone to swelling due to the presence of clay minerals such as smectite and vermiculite. The slope failed due to the improper construction of drainage facilities, the presence of geological weak zones, and high soil contents of swelling clay.