Comparison of Linear Viscoelastic Properties of Crumb Rubber–Modified Binders Measured Using Parallel-Plate and Concentric Cylinder Geometries with Asphalt Mixture Dynamic Modulus

Author:

Jamrah Anas A.1ORCID,Emin Kutay M.2

Affiliation:

1. Senior Asphalt Technologist, Marathon Petroleum Company LP, 539 South Main St., Findlay, OH 45840, ORCID: .

2. Associate Professor, Dept. of Civil and Environmental Engineering, Michigan State Univ., Engineering Bldg., 428 S. Shaw Lane, Room Number 3546, East Lansing, MI 48824 (corresponding author).

Publisher

American Society of Civil Engineers (ASCE)

Subject

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

Reference23 articles.

1. Properties of Polymer Modified Bitumen after Rubber-Bitumen Interaction

2. Alavi M. Z. 2015. “Characterization of rubberized asphalt binder with concentric cylinder geometry.” In Proc. Pacific Coast Conf. on Asphalt Specifications (PCCAS). Davis CA: UC Pavement Research Center (UCPRC).

3. Development of SHRP binder specification (with discussion);Anderson D. A.;J. Assoc. Asphalt Paving Technol.,1993

4. Effect of crumb rubber modifiers (CRM) on performance-related properties of asphalt binders;Bahia H. U.;J. Assoc. Asphalt Paving Technol.,1994

5. Bari J. 2005. “Development of a new revised version of the Witczak E* predictive models for hot mix asphalt mixtures.” Ph D. Dissertation. Dept. of Civil and Environmental Engineering Arizona State Univ.

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