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Journal Article

Citation

Liang G, Wang F, Wang W, Sun X, Wang W. J. Traffic Transp. Eng. Engl. Ed. 2014; 1(4): 261-271.

Copyright

(Copyright © 2014, Periodical Offices of Chang'an University, Publisher Elsevier Publishing)

DOI

10.1016/S2095-7564(15)30271-3

PMID

unavailable

Abstract

To accurately assess the safety of freeway work zones, this paper investigates the safety of vehicle lane change maneuvers with improved cellular automata model. Taking the traffic conflict and standard deviation of operating speed as the evaluation indexes, the study evaluates the freeway work zone safety. With improved deceleration probability in car-following raies and the addition of lanechanging rules under critical state, the lane-changing behavior under critical state is defined as a conflict count. Through 72 schemes of simulation runs, the possible states of the traffic flow are carefully studied. The results show that under the condition of constant saturation traffic conflict count and vehicle speed standard deviation reach their maximums when the mixed rate of heave vehicles is 40%. Meanwhile, in the case of constant heavy vehicles mix, traffic conflict count and vehicle speed standard deviation reach maximum values when saturation rate is 0. 75. Integrating ail simulation results, it is known the traffic safety in freeway work zones is classified into four levels : safe, relatively safe, relatively dangerous, and dangerous.


Language: en

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