Numerical determination of pavement mean texture depths at different degrees of traffic polishing-induced wear-Reference-Cited by-同舟云学术

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Numerical determination of pavement mean texture depths at different degrees of traffic polishing-induced wear

Published:2024-04-09 Issue: Volume: Page:1-17
ISSN:1468-0629
Container-title:Road Materials and Pavement Design
language:en
Short-container-title:Road Materials and Pavement Design

Author:

Wang Tangjie¹^ORCID,Chu Longjia¹,Fwa T. F.¹²

Affiliation:

1. School of Highway, Chang'an University, Xi'an, People’s Republic of China

2. National University of Singapore, Singapore, Singapore

Funder

the Fundamental Research Funds for the Central Universities

Publisher

Informa UK Limited

Link

https://www.tandfonline.com/doi/pdf/10.1080/14680629.2024.2335194

Reference39 articles.

1. American Association of State Highway and Transportation Officials. (2008). Guide for pavement friction.

2. American Association of State Highway and Transportation Officials. (2010). Highway safety manual (1st ed., Vols. 1–3).

3. Anderson, D., Huebner, R., Reed, J., Warner, J., & Henry, J. (1998). Improved surface drainage of pavement (National Cooperative Highway Research Program Web Document 16). Transportation Research Board, National Research Council.

4. Angst, C., Beltzung, F., Bosshardt, D., Grolimund, H., & Pestalozzi, H. (2008). Low-noise road surfaces in urban areas. Final report. Federal Roads Office.

5. ASTM. (1996). ASTM E1845-96 Standard practice for calculating pavement macrotexture mean profile depth. ASTM International.

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