Determination Method of Pavement Bumping Based on International Roughness Index

To accurately determine pavement bumping, acceleration is proposed as an intermediate evaluation index. The equation of the ratio of vibration acceleration to the International Roughness Index (IRI) is built based on the kinetics equations of the quarter car model, and the influence of wavelength and driving speed on the ratio of vibration acceleration to IRI is analyzed. Statistical analysis of the ratio of vibration acceleration to IRI is conducted, and feasibility conditions of determining pavement bumping by IRI and thresholds are proposed. Finally, the method is validated by the experiment. The result shows that for driving speed in 70–90 km/h, IRI can be used as an evaluation index of pavement bumping. For driving speed between 60 km/h and 100–120 km/h, IRI can be used as an auxiliary evaluation index. For driving speed in 20–50 km/h, IRI cannot be used as an evaluation index.

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Publication Details

Published
2024-12-11
DOI
https://doi.org/10.1061/9780784485484.346
Primary Topic
Infrastructure Maintenance and Monitoring
Type
article
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article

Determination Method of Pavement Bumping Based on International Roughness Index

Youzhu Xiong, Liping Li, Zhenwei Zhang, Chunyu Yan et al.
Infrastructure Maintenance and Monitoring
article

Determination Method of Pavement Bumping Based on International Roughness Index

Youzhu Xiong, Liping Li, Zhenwei Zhang, Chunyu Yan, Meixia Wang
article en

Abstract

To accurately determine pavement bumping, acceleration is proposed as an intermediate evaluation index. The equation of the ratio of vibration acceleration to the International Roughness Index (IRI) is built based on the kinetics equations of the quarter car model, and the influence of wavelength and driving speed on the ratio of vibration acceleration to IRI is analyzed. Statistical analysis of the ratio of vibration acceleration to IRI is conducted, and feasibility conditions of determining pavement bumping by IRI and thresholds are proposed. Finally, the method is validated by the experiment. The result shows that for driving speed in 70–90 km/h, IRI can be used as an evaluation index of pavement bumping. For driving speed between 60 km/h and 100–120 km/h, IRI can be used as an auxiliary evaluation index. For driving speed in 20–50 km/h, IRI cannot be used as an evaluation index.

Bundesministerium für Klimaschutz, Umwelt, Energie, Mobilität, Innovation und Technologie (AT), National Highway Traffic Safety Administration (US), Research Institute of Highway (CN)
Openalex Percentile: Top 74%
Infrastructure Maintenance and Monitoring
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