Multiple Stress Creep Recovery Test to Differentiate Polymer Modified Bitumen at High Temperature

Author:

Porot Laurent1,Zhu Jiqing2,Wang Di3,Cannone Falchetto Augusto3

Affiliation:

1. Kraton Polymers B.V., Transistorstraat 16, Almere 1322 CE, the Netherlands (Corresponding author), e-mail: laurent.porot@kraton.com, https://orcid.org/0000-0002-7173-9035

2. Swedish National Road and Transport Research Institute (VTI), Olaus Magnus väg 35, Linköping SE-581 95, Sweden, https://orcid.org/0000-0003-1779-1710

3. Department of Civil Engineering, Aalto University, Rakentajanaukio 4, Espoo 02150, Finland, https://orcid.org/0000-0001-9018-0719 (D.W.), https://orcid.org/0000-0002-3240-6158 (A.C.F.)

Publisher

ASTM International

Subject

Mechanical Engineering,Mechanics of Materials,General Materials Science

Reference21 articles.

1. H. U. Bahia, D. I. Hanson, M. Zeng, H. Zhai, M. A. Khatri, and R. M. Anderson, Characterization of Modified Asphalt Binders in Superpave Mix Design, NCHRP Report 459 (Washington, DC: American Association of State Highway and Transportation Officials, 2001).

2. Revision of the Superpave High Temperature Binder Specification: The Multiple Stress Creep Recovery Test;D’Angelo;Journal of the Association of Asphalt Paving Technologists,2007

3. Standard Specification for Performance-Graded Asphalt Binder Using Multiple Stress Creep Recovery (MSCR) Test, AASHTO M 332-21 (Washington, DC: American Association of State and Highway Transportation Officials, 2021).

4. Standard Test Method for Multiple Stress Creep and Recovery (MSCR) of Asphalt Binder Using a Dynamic Shear Rheometer, ASTM D7405-20 (West Conshohocken, PA: ASTM International, approved March 1, 2020), https://doi.org/10.1520/D7405-20.

5. Bitumen and Bituminous Binders - Determination of the Softening Point - Ring and Ball Method, EN 1427:2015 (Brussels, Belgium: The European Committee for Standardization, 2015).

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