Evaluation and modelling of low-temperature fracture properties of asphalt binders in thin film by means of the local fracture test
Author:
Affiliation:
1. Department of Environment, Land, and Infrastructure Engineering, Politecnico di Torino, Turin, Italy
2. Department of Materials and Structures, Universitè Gustave, Eiffel, France
Publisher
Informa UK Limited
Subject
Civil and Structural Engineering
Link
https://www.tandfonline.com/doi/pdf/10.1080/14680629.2023.2207697
Reference35 articles.
1. AASHTO R49-09. (2013). Standard Practice for Determination of Low- Temperature Performance Grade (PG) of Asphalt Binders. American Association of Highway State Officials : Washington D.C.
2. AASHTO T313-05. (2005). Standard Method of Test for Determining the Flexural Creep Stiffness of Asphalt Binder Using the Bending Beam Rheometer (BBR). American Association of Highway State Officials : Washington D.C.
3. AASHTO T314-12. (2015). Standard Method of Test for Determining the Fracture Properties of Asphalt Binder in Direct Tension. American Association of Highway State Officials : Washington D.C.
4. Use of Black Diagrams to Identify Inconsistencies in Rheological Data
5. A novel methodology for the evaluation of low temperature failure properties of asphalt binders
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