References
[1]. Al-Kaisy, A. F., Hall, F. L., & Reisman, E. S. (2002).
Developing passenger car equivalents for heavy vehicles
on freeways during queue discharge flow. Transportation
Research Part A: Policy and Practice, 36(8), 725-742.
https://doi.org/10.1016/S0965-8564(01)00032-5
[2]. Al-Kaisy, A., & Hall, F. (2003). Guidelines for estimating
capacity at freeway reconstruction zones. Journal of
Transportation Engineering, 129(5), 572-577. https://doi.
org/10.1061/(ASCE)0733-947X(2003)129:5(572)
[3]. Al-Kaisy, A., & Jung, Y. (2004). Examining the effect of
heavy vehicles on traffic flow during congestion. Road &
Transport Research Journal, 13(4), 3-14.
[4]. Chitturi, M. V., & Benekohal, R. F. (2007, November).
Passenger car equivalents for heavy vehicles in work zones.
In 87th Annual Meeting of the Transportation Research
Board.
[5]. Dey, P. P., Chandra, S., & Gangopadhaya, S. (2006).
Speed distribution curves under mixed traffic conditions.
Journal of Transportation Engineering, 132(6), 475-481.
https://doi.org/10.1061/(ASCE)0733-947X(2006)132:6(475)
[6]. Dhamaniya, A., & Chandra, S. (2013). Concept of
stream equivalency factor for heterogeneous traffic on
urban arterial roads. Journal of Transportation Engineering,
139(11), 1117-1123. https://doi.org/10.1061/(ASCE)TE.194
3-5436.0000581
[7]. Eagely, S. K. A., Sarvi, M., Young, W., & Wang, Y. (2012).
Investigating heavy vehicle interactions during the car
following process. In Transportation Research Board (USA)
Annual Meeting 2012 (pp. 1-13).
[8]. Gao, J., Liu, B., Kong, L., & Guo, Z. (2004). Study on the
influence of heavy vehicles on freeway safety. Light
Vehicles, 29(5.29), 19-26.
[9]. Haberman, R. (1997). Mathematical Models.
Englewood Cliffs, NJ: Prentice Hall.
[10]. Hangfei, L., Qiang, F. U., Hongjun, Z., & Xiaofang, Y.
(2008). Influence of heavy vehicles on traffic flow in
highway work zone based on delay analysis. Journal of
Tongji University Natural Science, 3(36), 335-338.
[11]. Hong, S., & Oguchi, T. (2007). Effects of rainfall and
heavy vehicles on speed-flow relationship for multilane
expressways in Japan. In Proceeding of the 86th Annual Meeting of the Transportation Research Board.
[12]. Lahiri, S., & Hadi, M. (2008). Comparing passenger
car equivalencies of heavy vehicles estimated according
to different simulation tools. In Proceeding of the 87th
Annual Meeting of the Transportation Research Board.
[13]. Lan, C. J., & Abia, S. D. (2011). Determining peak hour
factors for capacity analysis. Journal of Transportation
Engineering, 137(8). https://doi.org/10.1061/(ASCE)TE.19
43-5436.0000241
[14]. Li, Y., Lu, H., Bian, C., & Yu, X. (2009). The relationship of
speed-flow-density for the mix traffic flow on Beijing urban
expressway. In International Conference on Transportation
Engineering 2009 (pp. 2590-2595).
[15]. Muñoz, L., Sun, X., Horowitz, R., & Alvarez, L. (2003,
June). Traffic density estimation with the cell transmission
model. In Proceedings of the 2003 American Control
Conference (Vol. 5, pp. 3750-3755). IEEE.
[16]. Peeta, S., Zhang, P., & Zhou, W. (2005). Behaviorbased
analysis of freeway car–truck interactions and
related mitigation strategies. Transportation Research Part
B: Methodological, 39(5), 417-451. https://doi.org/10.10
16/j.trb.2004.06.002
[17]. Ramirez, B. A., Izquierdo, F. A., Fernandez, C. G., &
Mendez, A. G. (2009). The influence of heavy goods
vehicle traffic on accidents on different types of Spanish
interurban roads. Accident Analysis & Prevention, 41(1), 15-
24. https://doi.org/10.1016/j.aap.2008.07.016
[18]. Selmic, M., & Macura, D. (2014). Model for reducing
traffic volume: Case study of Belgrade, Serbia. Journal of
Transportation Engineering, 140(2), 1-7. https://doi.org/10.
1061/(ASCE)TE.1943-5436.0000639
