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초고속주행 시 횡방향 주행안전성에 영향을 미치는 설계요소 평가 연구Evaluation of Road Design Elements Affecting Lateral Driving Safety under High-Speed Driving Conditions

Other Titles
Evaluation of Road Design Elements Affecting Lateral Driving Safety under High-Speed Driving Conditions
Authors
정아람조은솔장지용오철
Issue Date
Oct-2021
Publisher
한국도로학회
Keywords
elderly driver; high-speed condition; lateral safety; superhighway
Citation
한국도로학회논문집, v.23, no.5, pp 69 - 79
Pages
11
Indexed
KCI
Journal Title
한국도로학회논문집
Volume
23
Number
5
Start Page
69
End Page
79
URI
https://scholarworks.bwise.kr/erica/handle/2021.sw.erica/108159
DOI
10.7855/IJHE.2021.23.5.069
ISSN
1738-7159
2287-3678
Abstract
PURPOSES : The purpose of this study is to evaluate the road design elements affecting the lateral driving safety under high-speed driving conditions with a speed limit of 140 km/h and to derive useful implications to design of safer roads. METHODS : A full-scale driving simulator was used to evaluate the various design scenarios. Different regression techniques and a random forest method were adopted to conduct comprehensive comparisons among the simulation scenarios. The relationships between the safety indicators, including the frequency of the lane departures and the standard deviation of the lateral acceleration, and the design elements were explored in terms of lateral driving safety. RESULTS : The length of the combined alignment was found to be a significant factor affecting the lateral driving safety based on the analysis of the frequency of lane departures. Regarding the standard deviation of the lateral acceleration, it was identified that the length of the horizontal curve, the length of the bridge, and the right-side superelevation must be considered significant factors associated with driving safety while designing the road under high-speed driving conditions. CONCLUSIONS : Based on the findings of this study, a set of recommendations for designing roads was proposed. For example, the proper length of the combined alignment and the horizontal curve should be determined to prevent crashes due to hazardous lateral driving events because the installation of sufficient superelevation in the bridge section would be limited under high-speed driving conditions. In addition, applying a larger horizontal curve radius with longitudinal grooving is a promising approach to tackle risky driving conditions.
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COLLEGE OF ENGINEERING SCIENCES > DEPARTMENT OF TRANSPORTATION AND LOGISTICS ENGINEERING > 1. Journal Articles

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ERICA 공학대학 (DEPARTMENT OF TRANSPORTATION AND LOGISTICS ENGINEERING)
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