Internal Influence Factors of Asphalt-Aggregate Filler Interactions Based on Rheological Characteristics

Author:

Yiqiu Tan1,Xiaolin Li2,Jiantao Wu3

Affiliation:

1. School of Transportation Science and Engineering, Harbin Institute of Technology, Harbin 150090, China.

2. School of Transportation Science and Engineering, Harbin Institute of Technology, Harbin 150090, China (corresponding author).

3. Jilin Provincial Communication Scientific Research Institute, Changchun 130021, China.

Publisher

American Society of Civil Engineers (ASCE)

Subject

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

Reference26 articles.

1. Anderson D. A. and Goetz W. H. (1973). “Mechanical behavior and reinforcement of mineral filler asphalt mixtures.” Assoc. Asphalt Paving Technol. Proc. 37–66.JAAPGG0270-2932

2. Bhasin A. (2006). “Development of methods to quantify bitumen-aggregate adhesion and loss of adhesion due to water.” Ph.D. dissertation Texas A&M Univ. College Station TX.

3. Overestimation of thickness of interface transition zone of aggregate in concrete by sectional analysis method;Chen H.;J. Chin. Ceram. Soc.,2003

4. Code of China. (2000). “Standard test methods of bitumen and bituminous mixtures for highway engineering.” JTJ052-2000 Beijing.

5. Code of China. (2005a). “Technical specifications for construction of highway asphalt pavements.” JTG F40-2004 Beijing.

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