Lane-changing in traffic streams

By Jorge A. Laval, Carlos F. Daganzo. 2006

687 citations recorded by the source corpus.

Subfields: Control and Systems Engineering, Ocean Engineering, Transportation

View Paper: https://www.semanticscholar.org/paper/8a87da3d8523676a76b3811294916601355cb2cb

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In Control and Systems Engineering

In Ocean Engineering

In Transportation

Citations in the corpus

A kinematic wave theory of lane-changing traffic flow (2005, result): “In (Laval and Daganzo, 2006), a hybrid model of lane-changing traffic was proposed, and it was shown that systematical lane-changes could cause a capacity-drop consistent with observations.”
A mechanism to describe the formation and propagation of stop-and-go waves in congested freeway traffic (2010, methodology): “(a) The free-flow term Following Laval & Daganzo (2006), we shall remove infinite accelerations in Newell’s model by incorporationg the vehicle-kinematics model a(v) = am ( 1 − v u ) − gG, (4.1) with g = 9.81 m s−2.”
On the periodicity of traffic oscillations and capacity drop : the role of driver characteristics (2014, background): “…discharge rate, to systematic lane changes near an active bottleneck that create “voids” in traffic streams due to bounded accelerations (e.g., Elefteriadou et al., 1995; Cassidy and Rudjanakanoknad, 2005; Laval et al., 2005; Laval and Daganzo, 2006; Chung et al., 2007; Patire and Cassidy, 2011).”
Dissipation of stop-and-go waves via control of autonomous vehicles: Field experiments (2017, background): “Common wave triggers include lane changing [7, 8, 9], but they can even be generated in the absence of any lane changes, bottlenecks, merges, or changes in grade [2, 5].”
On the Modeling of Traffic and Crowds: A Survey of Models, Speculations, and Perspectives (2011, background): “The generalization to multilane flow can be obtained by phenomenological models of the segregation or movement from one lane to another as documented, among others, in [94], [146], and [198].”
Traffic state estimation on highway: A comprehensive survey (2017, background): “These extensions are quite advanced and technical topics; therefore, refer, for example, to Wong and Wong (2002), Daganzo (2002), Laval and Daganzo (2006), van Wageningen-Kessels et al. (2014), and Costeseque and Duret (2016) and references therein for the case of the LWR model.”
A geometric Brownian motion car-following model: towards a better understanding of capacity drop (2018, background): “Laval and Daganzo (2006) demonstrate that the disruption caused by some lane-changingmaneuvers near merge and moving bottlenecks might explain capacity drop; see also Yeo (2008), Coifman and Kim (2011), Leclercq, Laval, and Chiabaut (2011), Leclercq et al. (2015), Yuan et al. (2017b), and Yuan,…”
Hysteresis Phenomena of a Macroscopic Fundamental Diagram in Freeway Networks (2011, background): “Also, others have unveiled flow or lane changing mechanisms that cause the phenomenon (e.g. Chung and Cassidy, 2004; Laval and Daganzo, 2006).”
The Hamilton-Jacobi Partial Differential Equation and the Three Representations of Traffic Flow (2013, methodology): “In the N-model it suffices to impose that v0 cannot 266 be greater than downstream traffic speed (Laval and Daganzo, 2006; Leclercq 267 et al., 2004).”