Nonlinear genetic-base models for prediction of fatigue life of modified asphalt mixtures by precipitated calcium carbonate-Reference-Cited by-同舟云学术

Nonlinear genetic-base models for prediction of fatigue life of modified asphalt mixtures by precipitated calcium carbonate

Published:2018-08-30 Issue:3 Volume:21 Page:850-866
ISSN:1468-0629
Container-title:Road Materials and Pavement Design
language:en
Short-container-title:Road Materials and Pavement Design

Author:

Azarhoosh A.R.¹,Zojaji Z.²,Moghadas Nejad F.³^ORCID

Affiliation:

1. Department of Civil Engineering, Faculty of Engineering, University of Bojnord, Bojnord, Iran

2. Department of Computer Engineering & Information Technology, Amirkabir University of Technology, Tehran, Iran

3. Department of Civil and Environmental Engineering, Amirkabir University of Technology, Tehran, Iran

Publisher

Informa UK Limited

Subject

Civil and Structural Engineering

Link

https://www.tandfonline.com/doi/pdf/10.1080/14680629.2018.1513372

Reference27 articles.

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2. Anderson, D. A., Christensen, D. W., Bahia, H. U., Dongre, R., Sharma, M., Antle, C. E. & Button, J. (1994). Binder characterization and evaluation, volume 3: Physical characterization. Strategic Highway Research Program, National Research Council, Report No. SHRP-A-369.

3. Bahia, H. U., Hanson, D., Zeng, M., Zhai, H., Khatri, M. & Anderson, R. (2001). Characterization of modified asphalt binders in superpave mix design.

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