An Investigation into the Continuous High-Temperature Grade and Elastic Recovery of Asphalt Binders Measured Using the Creep-Recovery Test

Author:

Arega Z.12,Sakib N.3,Bhasin A.4,Peterson J.5

Affiliation:

1. The Univ. of Texas at Austin, Wisconsin Dept. of Transportation, Madison, Wisconsin, Madison, WI, 53707-7910;

2. Currently at: Transportation and Public Works Department, City of Fort Worth, 5000 Martin Luther King Jr Fwy, Fort Worth TX 76119, US e-mail: zelab2001@yahoo.com

3. 301 E Dean Keeton Stop C1761, ECJ Building, The Univ. of Texas at Austin, Austin, TX 78712 (Corresponding Author), US e-mail: nazmus.sakib.ce@gmail.com

4. 301 E Dean Keeton Stop C1761, ECJ Building, The Univ. of Texas at Austin, Austin, TX 78712, US e-mail: a-bhasin@mail.utexas.edu

5. Asphalt and Chemical Branch, Texas Dept. of Transportation, Asphalt and Chemical Branch, Austin, TX, 78701-2483, US e-mail: Jerry.Peterson@txdot.gov

Publisher

ASTM International

Subject

Mechanical Engineering,Mechanics of Materials,General Materials Science

Cited by 3 articles. 订阅此论文施引文献 订阅此论文施引文献,注册后可以免费订阅5篇论文的施引文献,订阅后可以查看论文全部施引文献

1. The pros and cons of using calcium lignosulfonate as a recycled anti-aging additive on engineering properties of bituminous mastics;Case Studies in Construction Materials;2021-12

2. Implementation of the AASHTO M 332 Specification: A Case Study;Transportation Research Record: Journal of the Transportation Research Board;2020-07-17

3. Characterization of Recovery in Asphalt Binders;Materials;2020-02-19

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