Loading…
Moisture-induced damage resistance, stiffness and fatigue life of asphalt mixtures with different aggregate-binder adhesion properties
[Display omitted] •Aggregate source proved to be relevant for stripping and for moisture-induced damage.•Mixtures with the same base bitumen had stiffnesses differing in asymptotic elastic moduli.•Anti-stripping agent increased fatigue life of the investigated asphalt mixtures.•HMA with better aggre...
Saved in:
Published in: | Construction & building materials 2019-08, Vol.216, p.166-175 |
---|---|
Main Authors: | , , |
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!
|
Summary: | [Display omitted]
•Aggregate source proved to be relevant for stripping and for moisture-induced damage.•Mixtures with the same base bitumen had stiffnesses differing in asymptotic elastic moduli.•Anti-stripping agent increased fatigue life of the investigated asphalt mixtures.•HMA with better aggregate-binder adhesiveness have shown longer fatigue life.•Adhesiveness seems to delay of microcraks when strain amplitudes are small.
This study investigated the effects of aggregate-binder adhesiveness on moisture damage and on fatigue life of four different asphalt mixtures. Adhesivemeness was assessed by: (i) qualitative observation of binder stripping from the coarse aggregate’s surface, incremented in this paper with digital image processing, and (ii) modified Lottman test. Fatigue damage modeling was performed, using tension-compression test results. The granitic aggregate produced mixtures with better moisture resistance and fatigue properties when compared to the phonolitic aggregate (same ranking as for aggregate-binder adhesiveness). The same was observed for mixtures with binder containing an anti-stripping agent. It was demonstrated that mixtures with better aggregate-binder adhesiveness have greater fatigue life. |
---|---|
ISSN: | 0950-0618 1879-0526 |
DOI: | 10.1016/j.conbuildmat.2019.04.241 |