2Boronico J S, Siegel P H. Capacity planning for toll roadways incorporating consumer wait time costs [ J ]. Transportation Research Part A: Policy and Practice, 1998, 32(4) :297-310.
3Levinson D, Chang E. A model for optimizing electronic toll collection systems [ J ]. Transportation Research Part A: Policy and Practice, 2003, 37(4): 293-314.
5Jiang R, et al. The lane expansion effect of the tollbooth system on the highway [ J ]. International Journal of Modern Physics C, 2004,15 (5) : 619-628.
6Nagel K, Schreckenberg M. A cellular automaton model for freeway traffic[J ]. Journal de Physique I France, 1992(2) : 2221-2229.
7Chowdhury D, Wolf D E, Schreckenberg M. Particle hopping models for two-lane traffic with two kinds of vehicles : Effects of lane changing rules [ J ]. Physica A,1997(235) :417-439.
8Bonzani I, Gramani Cumin L M. Modelling and simulations of multilane traffic flow by kinetic theory methods [ J ]. Computer & Mathematics with Applications, 2008, 56(9) : 2418-2428.
9Transportation Research Board. Highway capacity manual 2000 [ M ]. Washington D C: National Research Council, 2000.
10Klodzinski J, A1-Deek H. New methodology for defining level of service at toll plazas [ J 1. Journal of Transportation Engineering, 2002, 128 ( 2 ) : 173-181.
