Utilizing Fluorescence Microscopy for Quantifying Mobilization Rate of Aged Asphalt Binder

Author:

Ding Yongjie1,Huang Baoshan2,Shu Xiang3

Affiliation:

1. Graduate Research Assistant, Dept. of Civil and Environmental Engineering, Univ. of Tennessee, Knoxville, TN 37996.

2. Visiting Professor, College of Transportation Engineering, Tongji Univ., 4800 Cao’An Highway, Shanghai 201804, China; Edwin G. Burdette Professor, Dept. of Civil and Environmental Engineering, Univ. of Tennessee, Knoxville, TN 37996 (corresponding author).

3. Research Assistant Professor, Dept. of Civil and Environmental Engineering, Univ. of Tennessee, Knoxville, TN 37996.

Publisher

American Society of Civil Engineers (ASCE)

Subject

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

Reference34 articles.

1. Backcalculation Method to Determine Effective Asphalt Binder Properties of Recycled Asphalt Pavement Mixtures

2. How to construct an asphalt binder master curve and assess the degree of blending between RAP and virgin binders;Booshehrian A.;J. Mater. Civ. Eng.,2013

3. Investigation of Reclaimed Asphalt Pavement blending efficiency through GPC and FTIR

4. Brûlé B. Brion Y. and Tanguy A. (1988). “Paving asphalt polymer blends: Relationships between composition structure and properties (with discussion).” Proc. Association of Asphalt Paving Technologists Association of Asphalt Paving Technologists Lino Lakes MN.

5. Thermodynamic behavior and physicochemical analysis of eight SHRP bitumens;Buisine J.;Transp. Res. Rec.,1993

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