Effect of Devulcanized Rubber Modification on the Performance Grade, Fatigue Cracking Resistance, and Rutting Resistance of Asphalt Binders

Author:

Kocak Salih1ORCID,Kutay M. Emin2

Affiliation:

1. Assistant Professor, Construction Management, Univ. of West Florida, 11000 University Parkway, Building 70 Room 125, Pensacola, FL 32514 (corresponding author). ORCID: .

2. Professor, Dept. of Civil and Environmental Engineering, Michigan State Univ., 428 S. Shaw Lane, Room 3554, East Lansing, MI 48824.

Publisher

American Society of Civil Engineers (ASCE)

Subject

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

Reference18 articles.

1. Anderson, D., M. Anderson, and M. Knake. 2014. Vacuum degassing of PAV residue always-never-optional? Baton Rouge, LA: FHWA Asphalt Binder ETG.

2. Bahia H. U. and R. M. Davies. 1994. Use of devulcanized tire rubber/plastic modified asphalt cement in hot-mix asphalt. University Park PA: Pennsylvania Transportation Institute Pennsylvania State Univ.

3. Study on properties of recycled tire rubber modified asphalt mixtures using dry process

4. Asphalt Modified by Styrene-Butadiene-Styrene Triblock Copolymer: Morphology and Model

5. Laboratory Evaluation of Pre-Devulcanized Crumb Rubber–Modified Asphalt as a Binder in Hot-Mix Asphalt

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