4.7 Article

Impact of the asphalt binder rheological behavior on the value of the ΔTc parameter

Journal

CONSTRUCTION AND BUILDING MATERIALS
Volume 293, Issue -, Pages -

Publisher

ELSEVIER SCI LTD
DOI: 10.1016/j.conbuildmat.2021.123464

Keywords

Asphalt rheology; Linear viscoelasticity; Rheological cracking surrogates; Delta T-c parameter

Ask authors/readers for more resources

This paper examines the addition of a new criterion, Delta Tc, to the current Performance Grading system for asphalt binders in the USA, discussing its relationship with other binder rheological properties and highlighting the relevant parameters controlling Delta Tc. Experimental data confirm that Delta Tc is of pure rheological origin.
The current Performance Grading system for asphalt binders in the USA, determines limiting temperatures for appropriate binder use. Practically, the low limiting temperature is based on rheological measurements made using the Bending Beam Rheometer (BBR). The absolute value of the creep modulus and/or its slope vs loading time in a log scale, are being used. However, the current specifications are being challenged and it has been proposed adding a new criterion, called Delta Tc; its ability to better predict thermal cracking is the subject of intense discussions. In this paper, we mathematically show how Delta Tc relates to other binder rheological properties. Then, we discuss the practical consequences in order to highlight the relevant parameters controlling Delta Tc. Experimental data are used to substantiate the main findings. This shows that Delta Tc is of pure rheological origin and care must be taken when trying to predict cracking results from rheological data only. (C) 2021 Elsevier Ltd. All rights reserved.

Authors

I am an author on this paper
Click your name to claim this paper and add it to your profile.

Reviews

Primary Rating

4.7
Not enough ratings

Secondary Ratings

Novelty
-
Significance
-
Scientific rigor
-
Rate this paper

Recommended

No Data Available
No Data Available