Effects of Binder Content, Density, Gradation, and Polymer Modification on Cracking and Rutting Resistance of Asphalt Mixtures Used in Oregon-Reference-Cited by-同舟云学术

Effects of Binder Content, Density, Gradation, and Polymer Modification on Cracking and Rutting Resistance of Asphalt Mixtures Used in Oregon

Published:2018-11 Issue:11 Volume:30 Page:04018298
ISSN:0899-1561
Container-title:Journal of Materials in Civil Engineering
language:en
Short-container-title:J. Mater. Civ. Eng.

Author:

Sreedhar Shashwath¹,Coleri Erdem²

Affiliation:

1. Graduate Research Assistant, Dept. of Civil and Construction Engineering, Oregon State Univ., Corvallis, OR 97331 (corresponding author).

2. Assistant Professor and John and Jean Loosley Faculty Fellow, Dept. of Civil and Construction Engineering, Oregon State Univ., Corvallis, OR 97331.

Publisher

American Society of Civil Engineers (ASCE)

Subject

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

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29MT.1943-5533.0002506

Reference16 articles.

1. Influence of extended aging on the properties of asphalt composites produced using hot and warm mix methods

2. Rational Modeling of Tertiary Flow for Asphalt Mixtures

3. Measuring and Defining Fatigue Behavior of Asphalt Binders

4. Francken L. 1977. “Pavement deformation law of bituminous road mixes in repeated load triaxial compression.” In Proc. 4th Int. Conf. on the Structural Design of Asphalt Pavements. Ann Arbor MI: Univ. of Michigan.

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