Performance of field produced rejuvenated 30% RAP surface mix in Northwest Iowa-Reference-Cited by-同舟云学术

Performance of field produced rejuvenated 30% RAP surface mix in Northwest Iowa

Published:2021-03-16 Issue: Volume: Page:1-16
ISSN:1468-0629
Container-title:Road Materials and Pavement Design
language:en
Short-container-title:Road Materials and Pavement Design

Author:

Podolsky Joseph H.¹,Arabzadeh Ali¹,Saw Barrie²,Williams R. Christopher¹,Cochran Eric W.³,Lee Hosin⁴

Affiliation:

1. Department of Civil, Construction, and Environmental Engineering, Iowa State University, Ames, IA, USA

2. NXP Semiconductors, Kuala Lumpur, Malaysia

3. Department of Chemical and Biological Engineering, Iowa State University, Ames, IA, USA

4. Department of Civil, and Environmental Engineering, Seamans Center for the Engineering Arts and Sciences University of Iowa, Iowa City, IA, USA

Publisher

Informa UK Limited

Subject

Civil and Structural Engineering

Link

https://www.tandfonline.com/doi/pdf/10.1080/14680629.2021.1898451

Reference52 articles.

1. Arabzadeh, A. (2015). The influence of different mixture design variables on thermal fatigue cracking of asphalt concrete pavements [M.S., Middle East Technical University]. https://open.metu.edu.tr/bitstream/handle/11511/23727/index.pdf?sequence=1&isAllowed=y

2. Thermal fatigue behavior of asphalt concrete: A laboratory-based investigation approach

3. Asschenbrener, T. (1995). Evaluation of Hamburg wheel tracking device to predict moisture damage in hot-mix asphalt. Transp. Res. Rec. 1492, TRB, National Research Council, Washington, D.C., 193–201.

4. Limits on Adhesive Bond Energy for Improved Resistance of Hot-Mix Asphalt to Moisture Damage

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