4.6 Article

Effects of Polyurethane Thermoplastic Elastomer on Properties of Asphalt Binder and Asphalt Mixture

Journal

Publisher

ASCE-AMER SOC CIVIL ENGINEERS
DOI: 10.1061/(ASCE)MT.1943-5533.0003591

Keywords

Polyurethane thermoplastic elastomer (PUTE); PUTE modified asphalt binder; PUTE content; Rheological behaviors; Mechanical properties

Funding

  1. Shaanxi Provincial Communication Construction Group [17-06K]
  2. National Natural Science Foundation of China (NSFC) [51208043]
  3. Fundamental Research Funds for the Central Universities of Chang'an University [300102218523]

Ask authors/readers for more resources

Polyurethane (PU) can be designed according to researchers' demands. This study prepared a novel polyurethane thermoplastic elastomer (PUTE) as an asphalt modifier and found that 11% PUTE modification had positive effects on both high- and low-temperature properties of asphalt binder. Compared to SBS modified asphalt mixture, PUTE modified asphalt mixture showed better performance in low-temperature property and moisture stability, but worse high-temperature property.
Polyurethane (PU) is a synthetic material available for researchers to be designed in terms of their demands. This study prepared a novel polyurethane thermoplastic elastomer (PUTE) as an asphalt modifier through the reasonable selection of raw materials and formula. The results of the Fourier transform infrared spectroscopy (FTIR) test confirm the chemical reaction between NCO groups in PUTE prepolymer and OH groups in the most polar asphalt molecules (asphaltenic regions). Effects of the PUTE modifications (1%, 3%, 5%, 7%, 9%, 11%, 13%, and 15% by asphalt binder weight) on the asphalt binder properties were then studied through a series of tests. PUTE is demonstrated to play a positive role in high- and low-temperature properties and the mechanical properties of the asphalt binder. All of the PUTE modified binders have desirable storage stability. Moreover, using 11% PUTE is recommended. Finally, the technical properties of PUTE and SBS modified asphalt mixture were compared. The results indicate that the PUTE modified asphalt mixture performs better in low-temperature property and moisture stability than the SBS modified asphalt mixture, whereas the PUTE modified asphalt mixture has worse high-temperature property than the SBS modified asphalt mixture.

Authors

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

Reviews

Primary Rating

4.6
Not enough ratings

Secondary Ratings

Novelty
-
Significance
-
Scientific rigor
-
Rate this paper

Recommended

No Data Available
No Data Available