Breakdown in vehicular traffic: driver over-acceleration, not over-reaction
Boris S. Kerner

TL;DR
This paper challenges the common belief by demonstrating that driver over-acceleration, rather than over-reaction, causes traffic breakdown, supported by a new microscopic traffic flow model that explains empirical observations.
Contribution
Introduces a mathematical model that attributes traffic breakdown to driver over-acceleration, excluding over-reaction, and explains empirical nucleation features.
Findings
Traffic breakdown is caused by driver over-acceleration.
The model explains empirical nucleation features of traffic breakdown.
Over-reaction is not the primary cause of traffic breakdown.
Abstract
Contrary to a wide-accepted assumption about the decisive role of driver over-reaction for breakdown in vehicular traffic, we have shown that the cause of the breakdown is driver over-acceleration, not driver over-reaction. To reach this goal, we have introduced a mathematical approach for the description of driver over-acceleration in a microscopic traffic flow model. The model, in which no driver over-reaction occurs, explains all observed empirical nucleation features of traffic breakdown.
Peer Reviews
No public reviews on file for this paper yet. If you reviewed it on a platform where reviews are public (OpenReview, ICLR, NeurIPS, ICML), you can paste yours below so the community can read it here.
Videos
No videos yet. Explain this paper in a talk, walkthrough, or lecture? Add one.
Taxonomy
TopicsTraffic control and management · Traffic Prediction and Management Techniques · Transportation Planning and Optimization
