A Local–Transit Percolation and Clustering-Based Method for Highway Segment Importance Ranking

The impact of disturbances on a transportation network varies depending on the location and characteristics of the affected highway segments. Given limited resources, it is crucial to prioritize the protection and repair of highway segments based on their importance to maintaining overall network pe...

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Main Authors: Huizhe Lyu, Yang Li, Chenxu Liu, Zhonghao Li, Lin Xu, Wei Wang, Jun Chen
Format: Article
Language:English
Published: MDPI AG 2025-01-01
Series:Systems
Subjects:
Online Access:https://www.mdpi.com/2079-8954/13/1/28
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author Huizhe Lyu
Yang Li
Chenxu Liu
Zhonghao Li
Lin Xu
Wei Wang
Jun Chen
author_facet Huizhe Lyu
Yang Li
Chenxu Liu
Zhonghao Li
Lin Xu
Wei Wang
Jun Chen
author_sort Huizhe Lyu
collection DOAJ
description The impact of disturbances on a transportation network varies depending on the location and characteristics of the affected highway segments. Given limited resources, it is crucial to prioritize the protection and repair of highway segments based on their importance to maintaining overall network performance during disruptions. This paper proposes a novel method for ranking the importance of highway segments, leveraging a novel local–transit percolation and clustering-based method. Initially, the highway network is constructed by Graph theory, and the k-means clustering method is applied considering each segment’s transit and local traffic flows. Subsequently, a local–transit percolation model is constructed to generate an initial ranking of segments based on the size of the second-largest clusters during the percolation phase transition. A secondary ranking is performed by refining the results from the clustering phase. Results of a control experiment show that, compared to baselines, the proposed ranking approach demonstrates a significantly improved ability to sustain network demand and connectivity when high-ranked segments are moved. The model uncertainty analysis was conducted by adding noise to the gantry records, and the experiments demonstrated that the model exhibits robustness under noisy conditions. These findings highlight the effectiveness and superiority of the proposed method.
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publishDate 2025-01-01
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spelling doaj-art-7a820b2b9ea94205986b7306e93aa6d42025-01-24T13:50:32ZengMDPI AGSystems2079-89542025-01-011312810.3390/systems13010028A Local–Transit Percolation and Clustering-Based Method for Highway Segment Importance RankingHuizhe Lyu0Yang Li1Chenxu Liu2Zhonghao Li3Lin Xu4Wei Wang5Jun Chen6School of Transportation, Southeast University, No. 2 Southeast University Road, Nanjing 211189, ChinaSchool of Transportation, Southeast University, No. 2 Southeast University Road, Nanjing 211189, ChinaSchool of Transportation, Southeast University, No. 2 Southeast University Road, Nanjing 211189, ChinaSchool of Transportation, Southeast University, No. 2 Southeast University Road, Nanjing 211189, ChinaSchool of Transportation, Southeast University, No. 2 Southeast University Road, Nanjing 211189, ChinaSchool of Transportation, Southeast University, No. 2 Southeast University Road, Nanjing 211189, ChinaSchool of Transportation, Southeast University, No. 2 Southeast University Road, Nanjing 211189, ChinaThe impact of disturbances on a transportation network varies depending on the location and characteristics of the affected highway segments. Given limited resources, it is crucial to prioritize the protection and repair of highway segments based on their importance to maintaining overall network performance during disruptions. This paper proposes a novel method for ranking the importance of highway segments, leveraging a novel local–transit percolation and clustering-based method. Initially, the highway network is constructed by Graph theory, and the k-means clustering method is applied considering each segment’s transit and local traffic flows. Subsequently, a local–transit percolation model is constructed to generate an initial ranking of segments based on the size of the second-largest clusters during the percolation phase transition. A secondary ranking is performed by refining the results from the clustering phase. Results of a control experiment show that, compared to baselines, the proposed ranking approach demonstrates a significantly improved ability to sustain network demand and connectivity when high-ranked segments are moved. The model uncertainty analysis was conducted by adding noise to the gantry records, and the experiments demonstrated that the model exhibits robustness under noisy conditions. These findings highlight the effectiveness and superiority of the proposed method.https://www.mdpi.com/2079-8954/13/1/28highwayresiliencepercolation theoryclusteringsegment importance ranking
spellingShingle Huizhe Lyu
Yang Li
Chenxu Liu
Zhonghao Li
Lin Xu
Wei Wang
Jun Chen
A Local–Transit Percolation and Clustering-Based Method for Highway Segment Importance Ranking
Systems
highway
resilience
percolation theory
clustering
segment importance ranking
title A Local–Transit Percolation and Clustering-Based Method for Highway Segment Importance Ranking
title_full A Local–Transit Percolation and Clustering-Based Method for Highway Segment Importance Ranking
title_fullStr A Local–Transit Percolation and Clustering-Based Method for Highway Segment Importance Ranking
title_full_unstemmed A Local–Transit Percolation and Clustering-Based Method for Highway Segment Importance Ranking
title_short A Local–Transit Percolation and Clustering-Based Method for Highway Segment Importance Ranking
title_sort local transit percolation and clustering based method for highway segment importance ranking
topic highway
resilience
percolation theory
clustering
segment importance ranking
url https://www.mdpi.com/2079-8954/13/1/28
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