Improved Resistance of Long-Term Aged Warm-Mix Asphalt to Moisture Damage Containing Moist Aggregates-Reference-Cited by-同舟云学术

Improved Resistance of Long-Term Aged Warm-Mix Asphalt to Moisture Damage Containing Moist Aggregates

Published:2013-07 Issue:7 Volume:25 Page:913-922
ISSN:0899-1561
Container-title:Journal of Materials in Civil Engineering
language:en
Short-container-title:J. Mater. Civ. Eng.

Author:

Xiao Feipeng¹,Punith Veeralinga S.²,Amirkhanian Serji N.³,Thodesen Carl⁴

Affiliation:

1. Road Engineering Laboratory, Suzhou Univ. of Science and Technology, Suzhou, China; State Key Laboratory of Silicate Materials for Architectures, Wuhan Univ. of Technology, Wuhan 430070, China (corresponding author).

2. Asphalt Rubber Technology Service, Dept. of Civil Engineering, Clemson Univ., Clemson, SC 29634-0911.

3. State Key Laboratory of Silicate Materials for Architectures, Wuhan Univ. of Technology, Wuhan 430070, China.

4. Stiftelsen SINTEF, Box 4760 Sluppen, N-7465 Trondheim, Norway.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Mechanics of Materials,General Materials Science,Building and Construction,Civil and Structural Engineering

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29MT.1943-5533.0000567

Reference35 articles.

1. AASHTO. “Standard method of test for resistance of compacted hot mix asphalt (HMA) to moisture-induced damage.” AASHTO T 283 Washington DC.

2. AASHTO. “Standard practice for mixture conditioning of hot mix asphalt (HMA).” AASHTO R 30 Washington DC.

3. Ashley B. Rashwan M. and Williams R. C. (2011). “Investigation of warm-mix asphalt using Iowa aggregate.” Project Rep. TR-599 Iowa State Univ. Ames IA.

4. Bennert T. Maher A. and Sauber R. (2011). “Inﬂuence of production temperature and aggregate moisture content on the initial performance of warm-mix asphalt.” Transportation Research Record 2208 Transportation Research Board Washington DC 97–107.

5. Bonaquist R. (2009). “Mix design practices for warm mix asphalt.” Proc. Federal Highway Administration Warm Mix Asphalt Technical Working Group Meeting NCHRP 9-43 Washington DC.

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