Abstract

The thermal contraction characteristics of asphalt mixture are closely associated with the low-temperature cracking of pavement. As for the research on the thermal contraction characteristics of asphalt mixture, it focuses mainly on the method of meso-theoretical prediction, which did not further analyze the impact of meso-structure characteristics of asphalt mixture. In this paper, a hierarchical prediction was made to analyze the effect of coarse aggregate meso-structure on the asphalt mixture. Experiments were conducted to obtain the thermal contraction strain of asphalt and asphalt mixture in steady heat transfer and to determine the meso-structure characteristics of asphalt mixture through industrial X-ray computed tomography (CT) and image processing. Given the matching degree of four meso-prediction models and asphalt-based materials and different meso-structure characteristics, the interaction term between inclusions in the meso-prediction model formula was clarified, and the impact of meso-structure on the thermal contraction of asphalt mixture was quantified. By analyzing the relationship between meso-structures and meso-prediction models, the Mori-Tanaka model was confirmed as optimal, and the model parameter of the interaction terms was adjusted using the test values of asphalt mixtures with different meso-structures, which further improves prediction accuracy for the thermal contraction of asphalt mixture. This paper provides a theoretical reference for the design of asphalt mixture materials.

Talk to us

Join us for a 30 min session where you can share your feedback and ask us any queries you have

Schedule a call

Disclaimer: All third-party content on this website/platform is and will remain the property of their respective owners and is provided on "as is" basis without any warranties, express or implied. Use of third-party content does not indicate any affiliation, sponsorship with or endorsement by them. Any references to third-party content is to identify the corresponding services and shall be considered fair use under The CopyrightLaw.