Technical Papers
Jul 15, 2022

Effects of Pavement Texture Characteristics on Tire–Pavement Noise from Dense-Graded Asphalt Concrete Pavement

Publication: Journal of Transportation Engineering, Part B: Pavements
Volume 148, Issue 3

Abstract

Traffic noise causes discomfort to road users and residents near highways. Tire–pavement noise comprises major part of traffic noise caused by high-speed vehicles. Tire–pavement noise comes from tire vibration and air pumping in between a vehicle’s tires and the pavement’s surface texture. The intensity of the noise is affected by pavement texture characteristics such as texture depth and wavelength. To investigate the effects and mechanisms of tire–pavement noise, which depend on pavement textures, regression analysis between the noise and pavement texture in an asphalt-paved section was conducted. The result showed that the tire–pavement noise generation related to pavement textures can be explained by three principal mechanisms: (1) air pumping noise increases as wavelength increases due to larger intrusion of the tire into the surface texture, (2) tire vibration noise increases as texture depth increases due to larger volume of aggregate pushed into the tire, and (3) air pumping noise decreases as texture depth increases due to lower air pressure between the tire and the surface texture. Texture depth is highly correlated to texture wavelength because both parameters are dominated by the size of coarse aggregate. However, they influence tire–pavement noise in different ways. Thus, it can be concluded that overall tire–pavement noise cannot be interpreted and analyzed only through either texture depth or wavelength. The combined effects of texture depth and wavelength make it possible to better explain the mechanism and establish a comprehensive evaluation of tire–pavement noise.

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Data Availability Statement

All data, models, and code generated or used during the study appear in the published article.

Acknowledgments

This study was conducted under research project “Development of High-Performance Concrete Pavement Maintenance Technology to Extend Roadway Life (Project No: 22POQW-B146707-05)” funded by the Ministry of Land, Infrastructure and Transport (MOLIT) and the Korea Agency for Infrastructure Technology Advancement (KAIA). The authors would like to thank the members of research team, MOLIT and KAIA for their guidance and supports throughout the project.

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Published In

Go to Journal of Transportation Engineering, Part B: Pavements
Journal of Transportation Engineering, Part B: Pavements
Volume 148Issue 3September 2022

History

Received: Jan 27, 2021
Accepted: Apr 28, 2022
Published online: Jul 15, 2022
Published in print: Sep 1, 2022
Discussion open until: Dec 15, 2022

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Authors

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Lyhour Chhay [email protected]
Ph.D. Candidate, Dept. of Civil Engineering, Gangneung-Wonju National Univ., Jeebeon-gil 7, Gangneung-si, Gangwon-do 25457, South Korea. Email: [email protected]
Young Kyu Kim, Ph.D. [email protected]
Research Professor, Institute for Disaster Prevention, Gangneung-Wonju National Univ., Jeebeon-gil 7, Gangneung-si, Gangwon-do 25457, South Korea. Email: [email protected]
Tetsya Sok, Ph.D. [email protected]
Senior Technical Officer, Dept. of Public Infrastructure, Ministry of Public Work and Transportation, Sangkat Chrang Chamres 2, Khan Russey Keo, Phnom Penh, Cambodia. Email: [email protected]
Jeong Hee Nam, Ph.D. [email protected]
Research Fellow, Dept. of Highway & Transportation Research, Korea Institute of Civil Engineering and Building Technology, 283 Goyang-daero, Ilsanseo-gu, Goyang-si, Gyeonggi-do 10223, South Korea. Email: [email protected]
Seung Woo Lee, Ph.D. [email protected]
Professor, Dept. of Civil Engineering, Gangneung-Wonju National Univ., Jeebeon-gil 7, Gangneung-si, Gangwon-do 25457, South Korea (corresponding author). Email: [email protected]

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Cited by

  • Effect of aging on damping properties of rubberized asphalt binder and rubberized porous asphalt mixture, Construction and Building Materials, 10.1016/j.conbuildmat.2023.134743, 411, (134743), (2024).
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