Dispersion, compatibility, and rheological properties of graphene-modified asphalt binders

  • Yanhai WANG
  • , Pawel POLACZYK
  • , Junxi HE
  • , Hang LU
  • , Rui XIAO
  • , Baoshan HUANG*
  • *Corresponding author for this work

Research output: Journal PublicationsJournal Article (refereed)peer-review

52 Citations (Scopus)

Abstract

Graphene is a 2D nanomaterial made of a monolayer, honeycomb lattice structure established by sp2-hybridized carbon atoms. Previous studies have indicated that graphene enhanced the high- temperature performance of neat asphalt binders. However, the intermediate- and low-temperature performance, dispersion, and compatibility of graphene-modified asphalt binders remain unclear. This study presents a comprehensive investigation on the above-mentioned research gaps of graphene-modified asphalt binders. A commercially available graphene was mixed with non-modified binder and SBS modified binder. The graphene dosage was varied as 0%, 0.3%, 0.65%, 1%, 1.5%, 2.5%, 5%, and 7% by the total weight of blends. The graphene dispersion was assessed by direct observation with an optical microscope and quantitative calculation through 2D image processing. The rotational viscosimeter was used to measure viscosity and to analyze the workability. The cigar tube test was conducted to examine the compatibility between graphene and asphalt binders. The Dynamic Shear Rheometer test was carried out on unaged, RTFO-aged, and PAV-aged specimens to obtain the rheological properties as well as to analyze the high- and intermediate-temperature performance. The bending beam rheometer was used to study the thermal cracking resistance at low temperature. The results showed that graphene up to 1.5% dosage was well dispersed in asphalt binders. The addition of graphene up to 1% dosage slightly increased the viscosity of asphalt binders. There was good compatibility between graphene and asphalt binders. Graphene significantly improved the rutting resistance, while had little adverse influence on the fatigue cracking and thermal cracking resistance up to 0.65% dosage addition. Thus, the optimum graphene dosage was 0.65% for both binder types. The findings showed the promising application of graphene in asphalt pavements.
Original languageEnglish
Article number128886
Number of pages14
JournalConstruction and Building Materials
Volume350
Early online date24 Aug 2022
DOIs
Publication statusPublished - 3 Oct 2022
Externally publishedYes

Bibliographical note

The authors would like to thank Proton Power, Inc. (Tennessee, USA) for providing the graphene material and supporting this study.

Keywords

  • Asphalt binders
  • Graphene
  • Dispersion
  • Compatibility
  • Rheological properties

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