Effect of Asphalt Grade and Polymer Type (SBS and EE-2) on Produced PMB and Asphalt Concrete Mix Properties

Author:

Enieb Mahmoud1,Shbeeb Lina2,Asi Ibrahim3,Yang Xu4,Diab Aboelkasim5ORCID

Affiliation:

1. Associate Professor, Dept. of Civil Engineering, Assiut Univ., Assiut 71516, Egypt; Associate Professor, Dept. of Civil Engineering, Al-Ahliyya Amman Univ., Amman 11831, Jordan.

2. Associate Professor, Dept. of Civil Engineering, School of Construction Technology and Built Environment, Hussein Technical Univ., Amman 11831, Jordan.

3. Associate Professor, Arab Center for Engineering Studies, Amman 11183, Jordan.

4. Lecturer, Dept. of Civil Engineering, Monash Univ., Clayton, VIC 3800, Australia.

5. Associate Professor, Dept. of Civil Engineering, Aswan Univ., Aswan 81542, Egypt (corresponding author). ORCID: .

Publisher

American Society of Civil Engineers (ASCE)

Subject

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

Reference44 articles.

1. Viscosity-Temperature Effects of Polymer Modification as Depicted by Heukelom's Bitumen Test Data Chart

2. The combined effect of loading frequency, temperature, and stress level on the fatigue life of asphalt paving mixtures using the IDT test configuration

3. Rheology of asphalt and styrene–butadiene blends

4. Creep and recovery behavior characterization of asphalt mixture in compression

5. Barbe B. G. Caroff A. Maia and R. Hiernaux. 1988. “Permanent deformation in bituminous mixes effects of consistency of bitumen type of aggregate and mix composition.” In Vol. 57 of Proc. Association of Asphalt Paving Technologists 197–212. St. Paul MN: Association of Asphalt Paving Technologists.

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