Slab-Base Interface Friction Evaluation for Continuously Reinforced Concrete Pavement-Reference-Cited by-同舟云学术

Slab-Base Interface Friction Evaluation for Continuously Reinforced Concrete Pavement

Published:2022-03 Issue:1 Volume:148 Page:
ISSN:2573-5438
Container-title:Journal of Transportation Engineering, Part B: Pavements
language:en
Short-container-title:J. Transp. Eng., Part B: Pavements

Author:

Zhang Yating¹^ORCID,Roesler Jeffery R.²

Affiliation:

1. Associate Professor, School of Environmental and Civil Engineering, Jiangnan Univ., 1800 Lihu Ave., Wuxi 214122, China (corresponding author). ORCID: .

2. Professor, Dept. of Civil and Environmental Engineering, Univ. of Illinois at Urbana-Champaign, 205 N. Mathews Ave., Urbana, IL 61801.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Transportation,Civil and Structural Engineering

Link

http://ascelibrary.org/doi/pdf/10.1061/JPEODX.0000339

Reference19 articles.

1. New concepts for the assessment of concrete slab interfacial effects in pavement design and analysis

2. Influence of Interface Bond on the Performance of Bonded Concrete Overlays on Asphalt Pavements

3. Friberg B. F. 1954. “Friction resistance under concrete pavements and restraint stresses in long reinforced slabs.” In Proc. 33rd Annual Meeting of the Highway Research Board 167–184. Washington DC: Transportation Research Board.

4. Assessing pavement interfacial bonding condition;Guo C. C.;Constr. Build. Mater.,2016

5. Hall, K. T. 1992. Backcalculation solution for concrete pavements. Technical memo prepared for SHRP Contract P-020, long-term pavement performance data analysis. Washington, DC: National Research Council.

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