Effect of Different Long-Term Aging Conditions on Cracking Resistance of Polymer-Modified Asphalt Binder and Mixes

Author:

Suchismita Arpita1ORCID,Singh Dharamveer2

Affiliation:

1. Research Scholar, Dept. of Civil Engineering, Indian Institute of Technology Bombay, Mumbai, Maharashtra 400076, India (corresponding author). ORCID: .

2. Associate Professor, Dept. of Civil Engineering, Indian Institute of Technology Bombay, Mumbai, Maharashtra 400076, India.

Publisher

American Society of Civil Engineers (ASCE)

Subject

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

Reference28 articles.

1. Asphalt Institute. 2014. Asphalt Institute Manual Series No. 2: Asphalt mix design methods. Lexington, Kentucky: Asphalt Institute.

2. Non-linear viscoelastic and fatigue properties of asphalt binders;Bahia H. U.;J. Assoc. Asphalt Paving Technol.,1999

3. Development of binder specification parameters based on characterization of damage behavior (with discussion);Bahia H. U.;J. Assoc. Asphalt Paving Technol.,2001

4. The Performance of a Highly Modified Binders for Heavy Duty Asphalt Pavements

5. Measuring and Defining Fatigue Behavior of Asphalt Binders

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