Loading…

Validation of a model to predict the effect of short-term aging on the rheological properties of asphalt binders

•Two methods to predict the effect of short-term aging on binder rheology were compared.•Shalaby’s equations were validated with different conventional asphalt binders.•Accuracy of Shalaby’s empirical equations was comparable to that of ANN.•Shalaby’s equations can be used to predict increase in hig...

Full description

Saved in:
Bibliographic Details
Published in:Construction & building materials 2021-04, Vol.278, p.122381, Article 122381
Main Authors: Omranian, Seyed Reza, Hernando, David, Arab, Ali, Hamzah, Meor Othman, Keong, Choong Kok, Vuye, Cedric, Van den bergh, Wim
Format: Article
Language:English
Subjects:
Citations: Items that this one cites
Items that cite this one
Online Access:Get full text
Tags: Add Tag
No Tags, Be the first to tag this record!
Description
Summary:•Two methods to predict the effect of short-term aging on binder rheology were compared.•Shalaby’s equations were validated with different conventional asphalt binders.•Accuracy of Shalaby’s empirical equations was comparable to that of ANN.•Shalaby’s equations can be used to predict increase in high temperature binder grade.•Guidance tool for selection of binder grade when long hauling or delays are expected. The impact of aging on asphalt binder depends on multiple factors including binder type and environmental conditions. In a previous study, Shalaby proposed two empirical equations to investigate the effects of extended short-term aging on the shear modulus and phase angle of asphalt binders. The objective of this study was to use a robust mathematical approach based on an artificial neural network (ANN) to validate the empirical approach proposed by Shalaby to model short-term aging of asphalt binders. Both methods were compared in terms of percent error, root mean squared error, and plots of predicted versus measured values for four different binders. The results showed that Shalaby’s equations exhibited sufficient accuracy to predict the effect of aging duration and temperature on the shear modulus and phase angle of asphalt binder. Furthermore, this study showed that Shalaby’s approach can be employed to estimate the increase in high-temperature true grade as a result of extended aging. Therefore, the approach provides designers with a tool to make informed decisions regarding binder type selection. In particular, such a method can be utilized when extended aging durations resulting from construction delays or extended hauling distances are expected in the field.
ISSN:0950-0618
1879-0526
DOI:10.1016/j.conbuildmat.2021.122381