Correlation Analysis between Temperature Indices and Flexible Pavement Distress Predictions Using Mechanistic-Empirical Design-Reference-Cited by-同舟云学术

Correlation Analysis between Temperature Indices and Flexible Pavement Distress Predictions Using Mechanistic-Empirical Design

Published:2017-12 Issue:4 Volume:31 Page:04017009
ISSN:0887-381X
Container-title:Journal of Cold Regions Engineering
language:en
Short-container-title:J. Cold Reg. Eng.

Author:

Yang Xu¹,You Zhanping²,Hiller Jacob³,Watkins David⁴

Affiliation:

1. Research Associate, Dept. of Civil and Environmental Engineering, Michigan Technological Univ., Houghton, MI 49931-1295.

2. Professor, Dept. of Civil and Environmental Engineering, Michigan Technological Univ., Houghton, MI 49931-1295 (corresponding author).

3. Associate Professor, Dept. of Civil and Environmental Engineering, Michigan Technological Univ., Houghton, MI 49931-1295.

4. Professor, Dept. of Civil and Environmental Engineering, Michigan Technological Univ., Houghton, MI 49931-1295.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Industrial and Manufacturing Engineering,Geotechnical Engineering and Engineering Geology

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29CR.1943-5495.0000135

Reference14 articles.

1. Bandara N. Henson S. and Klieber K. (2014). “Creating a climate zone map for mechanistic empirical pavement designs.” 2nd Transportation and Development Congress ASCE Reston VA 682–691.

2. Baus R. L. and Stires N. R. (2010). “Mechanistic-empirical pavement design guide implementation.” South Carolina Dept. of Transportation Columbia SC.

3. Byram D. Xiao D. X. Wang K. C. P. and Hall K. D. (2012). “Sensitivity analysis of climatic influence on MEPDG flexible pavement performance predictions.” Transportation Research Board 91st Annual Meeting Transportation Research Board Washington DC.

4. Quantifying Traffic- and Temperature-Induced Fatigue Damages of Asphalt Pavement

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