[1]
B.G. Heydecker and J.D. Addison: Analysis and modelling of traffic flow under variable speed limits. Transportation Research Part C- Emerging Technologies. Vol. 19 (2) (2011), p.206 –217.
DOI: 10.1016/j.trc.2010.05.008
Google Scholar
[2]
J. Mccrea and S. Moutari: A hybrid macroscopic-based model for traffic flow in road networks. European Journal of Operational Research. Vol. 207 (2) (2010), p.676–684.
DOI: 10.1016/j.ejor.2010.05.018
Google Scholar
[3]
M. Baykal-Gursoy,W. Xiao and K. Ozbay: Modeling traffic flow interrupted by incidents. Eur-opean Journal of Operational Reserch. Vol. 195 (1) (2009), p.127–138.
DOI: 10.1016/j.ejor.2008.01.024
Google Scholar
[4]
Y. Chung: Development of an accident duration prediction model on the Korean Freeway Sys-tems. Accident Analysis and Prevention. Vol. 42 (1) (2010), p.282–289.
DOI: 10.1016/j.aap.2009.08.005
Google Scholar
[5]
J.A. Laval and C.F. Daganzo: Lane-changing in traffic streams. Transportation Research Part B-Methodological. Vol. 40 (3) (2006), pp.251-264.
DOI: 10.1016/j.trb.2005.04.003
Google Scholar
[6]
G.F. Newell: A simplified theory of kinematic waves in highway traffic part I-general theory. Transportation Research Part B-Methodological. Vol. 27 (4) (1993), pp.281-287.
DOI: 10.1016/0191-2615(93)90038-c
Google Scholar
[7]
R.H. Yao and D.H. Wang: Maximum equivalent quene length model and time-space characters- tics. Joural of Dalian University of Technology. Vol. 50 (5) (2010), pp.699-705.
Google Scholar