Author
Listed:
- Cui, Hongjun
- Gao, Yuze
- Su, Guozhong
- Yu, Weijie
- Zhou, Tiehua
- Zhang, Chunyu
Abstract
With the sustained global growth of motor vehicle ownership, intensified traffic pressure on expressways has made expansion projects a primary means of maintaining smooth and efficient traffic operations. Among expansion project delivery approaches, full-closure construction, while engineering-efficient, may substantially disrupt network structure, degrade operational performance, and heighten travelers’ perceived risk and uncertainty. Therefore, existing route choice models based on deterministic travel-time impedance struggle to accurately capture traffic flow evolution under such disruption. To address this issue, this study proposes a probabilistic-dynamic impedance model that incorporates congestion probability, defined as a single-threshold exceedance probability based on a lognormal distribution of the Travel Time Index (TTI). A congestion amplification factor is also introduced to characterize the nonlinear influence of speed fluctuations on risk perception. Additionally, we develop a dual-layer generalized framework integrating link impedance with path impedance. At the link level, time cost, energy consumption, and monetary expenses are integrated to construct a multidimensional generalized impedance; at the route level, toll station delays and detour tolerance are incorporated to formulate path-level impedance. All these considerations are embedded into a Logit-based stochastic user equilibrium (SUE) assignment framework to examine the evolution of traffic flows under perception uncertainty. Our empirical study in Beijing-Tianjin-Hebei urban agglomeration, China indicates that the proposed model effectively captures the decline in capacity and the flow redistribution effects caused by full-closure construction, revealing a spatial gradient pattern of “core constraint–upstream diffusion.” The findings provide theoretical support for optimizing traffic organization and proactive management during highway construction periods.
Suggested Citation
Cui, Hongjun & Gao, Yuze & Su, Guozhong & Yu, Weijie & Zhou, Tiehua & Zhang, Chunyu, 2026.
"A probabilistic-dynamic model of generalized impedance for exploring traffic flow evolution under full-closure expressway expansion,"
Physica A: Statistical Mechanics and its Applications, Elsevier, vol. 692(C).
Handle:
RePEc:eee:phsmap:v:692:y:2026:i:c:s0378437126002414
DOI: 10.1016/j.physa.2026.131505
Download full text from publisher
As the access to this document is restricted, you may want to
for a different version of it.
Corrections
All material on this site has been provided by the respective publishers and authors. You can help correct errors and omissions. When requesting a correction, please mention this item's handle: RePEc:eee:phsmap:v:692:y:2026:i:c:s0378437126002414. See general information about how to correct material in RePEc.
If you have authored this item and are not yet registered with RePEc, we encourage you to do it here. This allows to link your profile to this item. It also allows you to accept potential citations to this item that we are uncertain about.
We have no bibliographic references for this item. You can help adding them by using this form .
If you know of missing items citing this one, you can help us creating those links by adding the relevant references in the same way as above, for each refering item. If you are a registered author of this item, you may also want to check the "citations" tab in your RePEc Author Service profile, as there may be some citations waiting for confirmation.
For technical questions regarding this item, or to correct its authors, title, abstract, bibliographic or download information, contact: Catherine Liu (email available below). General contact details of provider: http://www.journals.elsevier.com/physica-a-statistical-mechpplications/ .
Please note that corrections may take a couple of weeks to filter through
the various RePEc services.