Multiple stress creep and recovery test for bituminous binders – influence of several key experimental parameters-Reference-Cited by-同舟云学术

Multiple stress creep and recovery test for bituminous binders – influence of several key experimental parameters

Published:2023-02-21 Issue:sup1 Volume:24 Page:290-308
ISSN:1468-0629
Container-title:Road Materials and Pavement Design
language:en
Short-container-title:Road Materials and Pavement Design

Author:

Wang Di¹^ORCID,Zhu Jiqing²^ORCID,Porot Laurent³^ORCID,Cannone Falchetto Augusto¹^ORCID,Damen Sjaak³

Affiliation:

1. Department of Civil Engineering, Aalto University, Espoo, Finland

2. Swedish National Road and Transport Research Institute (VTI), Linköping, Sweden

3. Kraton Polymers B.V., Almere, Netherlands

Publisher

Informa UK Limited

Subject

Civil and Structural Engineering

Link

https://www.tandfonline.com/doi/pdf/10.1080/14680629.2023.2180992

Reference38 articles.

1. AASHTO M320-21. (2021). Standard specification for performance-graded asphalt binder. American Association of State Highway and Transportation Officials.

2. AASHTO M 332-21. (2021). Standard specification for performance-graded asphalt binder using multiple stress creep recovery (MSCR) test. American Association of State Highway and Transportation Officials.

3. AASHTO T 350. (2019). Standard method of test for multiple stress creep recovery (MSCR) test of asphalt binder using a dynamic shear rheometer (DSR). American Association of State Highway and Transportation Officials.

4. AASHTO T 350-19. (2019). Standard method of test for multiple stress creep recovery (MSCR) test of asphalt binder using a dynamic shear rheometer (DSR). American Association of State Highway and Transportation Officials.

5. Development of SHRP binder specification (with discussion);Anderson D. A.;Journal of the Association of Asphalt Paving Technologists,1993

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