Development of Tree-Based Algorithm for Prediction of Field Performance of Asphalt Concrete Overlays-Reference-Cited by-同舟云学术

Development of Tree-Based Algorithm for Prediction of Field Performance of Asphalt Concrete Overlays

Published:2019-06 Issue:2 Volume:145 Page:04019011
ISSN:2573-5438
Container-title:Journal of Transportation Engineering, Part B: Pavements
language:en
Short-container-title:J. Transp. Eng., Part B: Pavements

Author:

Mousa Momen¹,Elseifi Mostafa A.²^ORCID,Abdel-Khalek Ahmed³

Affiliation:

1. Dept. of Civil and Environmental Engineering, Graduate Research Assistant, Louisiana State Univ., Baton Rouge, LA 70803.

2. Professor, Dept. of Civil and Environmental Engineering, Louisiana State Univ., Baton Rouge, LA 70803 (corresponding author). ORCID: .

3. Formerly, Graduate Research Assistant, Dept. of Civil and Environmental Engineering, Louisiana State Univ., Baton Rouge, LA 70803.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Transportation,Civil and Structural Engineering

Link

http://ascelibrary.org/doi/pdf/10.1061/JPEODX.0000112

Reference24 articles.

1. Empirical-Markovian model for predicting the overlay design thickness for asphalt concrete pavement;Abaza K. A.;Road Mater. Pavement Des.,2017

2. Asphalt Institute. 2017. “Pavement distress summary.” Accessed July 24 2017. http://www.asphaltinstitute.org/asphalt-pavement-distress-summary/.

3. Cadwell J. 2012. “The relative importance of predictors—Let the games begin!” Accessed September 4 2018. https://www.r-bloggers.com/the-relative-importance-of-predictors-let-the-games-begin/.

4. North Carolina’s experience in development of pavement performance prediction and modeling;Chan P.;Transp. Res. Rec.,1997

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