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2016 Vol.34, Issue 3 Preview Page
June 2016. pp. 263-277
Abstract
References
1
Federal Highway Administration (2009), Surrogate Safety Assessment Model and Validation: Final Report, 24.
2
Idewu W., Wolshon B. (2010), Joint Merge and Its Impact on Merging Speeds in Lane Reduction Areas of Construction Zone, Transportation Research Record, Journal of the Transportation Research Board, 2169, 31-39.
3
Ishak S., Qi Y., Rayaprolu P. (2012), Safety Evaluation of Joint and Conventional Lane Merge Configurations for Freeway Work Zones, Traffic Injury Prevention, 13(2), 199-208.
4
Korea Expressway Corporation (2013), Highway Work Zone Traffic Control Standard (고속도로 공사장 교통관리기준), 19.
5
Lee M. R., Kim D. G. (2013), The Proper Length of Transition Area for Work Zones on Urban Freeways, J. Korean Soc. Transp., 31(4), Korean Society of Transportation, 58-66.
6
Ministry of Land, Infrasrtucture and Transport (2009), Rules About the Road Structure and Facilities Standards Explanation (도로의 구조ㆍ시설 기준에 관한 규칙 해설), 100.
7
Park J. N., Oh Y. T. (2007), The Method to Estimate the Length of Transition Area at the Construction Area in the Freeway, Master's Dissertation, Ajou University, 393-401.
8
Shakouri M., Ikuma L. H., Aghazadeh F., Punniaraj K., Ishak S. (2014), Effects of Work Zone Configurations and Traffic Density on Performance Variables and Subjective Workload, Accident Analysis and Prevention, 71, 166-176.
9
Tak S. H. (2015), Development of Multi-level Connected Safety System With Traffic Predictive Cruise Control, Master's Dissertation, KAIST, 13.
10
Transportation Research Board (2015), Work Zone Speed Management, National Cooperative Highway Research Program Synthesis 482, 37-38.
Information
  • Publisher :Korean Society of Transportation
  • Publisher(Ko) :대한교통학회
  • Journal Title :Journal of Korean Society of Transportation
  • Journal Title(Ko) :대한교통학회지
  • Volume : 34
  • No :3
  • Pages :263-277
  • Received Date : 2016-03-23
  • Revised Date : 2016-05-24
  • Accepted Date : 2016-06-27