Earlier work by the author developed a two-dimensional car-following model by taking into account the lateral discomfort experienced between the neighbouring vehicles moving in the same direction. This incorporation of lateral friction in car-following theory may offer a potential breakthrough in the field of microscopic simulation. However, that model was based on a small-scale scrutiny in which the interactions between only two or three vehicles were analysed in isolation. The treatment of the problem with many vehicles in a stream of traffic, say, on a link, was not made. The present paper, therefore, develops a simulation model with various types of vehicular interactions, including lane changing, and performs certain verification checks. The results show that the simulation behaves rationally giving credibility to the approach introduced. Although a number of comparisons with empirical observations are made in the paper, complete validation and experimentation are left for further work. Furthermore, the paper draws research attention to the area so that various existing car-following models can be modified in a similar way to mimic non-lane-based car following in multilane traffic flow. Potential practical implication of the work for traffic engineers is mainly capacity assessments especially in places where the discipline of lane-based-driving is weak.
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February 2009
Research Article|
February 01 2009
Rationality of a non-lane-based car-following theory Available to Purchase
B. Gunay, MSc, PhD, CMILT, MIHT
B. Gunay, MSc, PhD, CMILT, MIHT
Lecturer in Transport, Faculty of Engineering
Transport and Road Assessment Centre, University of Ulster
UK
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Publisher: Emerald Publishing
Received:
March 19 2007
Accepted:
May 28 2008
Online ISSN: 1751-7710
Print ISSN: 0965-092X
© 2009 Thomas Telford Ltd
2009
Proceedings of the Institution of Civil Engineers - Transport (2009) 162 (1): 27–37.
Article history
Received:
March 19 2007
Accepted:
May 28 2008
Citation
Gunay B (2009), "Rationality of a non-lane-based car-following theory". Proceedings of the Institution of Civil Engineers - Transport, Vol. 162 No. 1 pp. 27–37, doi: https://doi.org/10.1680/tran.2009.162.1.27
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