In order to investigate pavement performance of nano-ZnO modified asphalt mixture, firstly, nano-ZnO modified asphalt by the proportion of 1%, 2%, 3%, 4%, 5%, 6% and 7% was prepared in the light of high-speed shearing method and the contrastive analysis of basic properties were carried out between base asphalt and nano-ZnO modified asphalt. The DSR test, BBR test and Brookfield's viscosimeter test were carried out by selecting three doses of nano-ZnO modified asphalt at 1%, 4% and 7% respectively, to analyze pavement performance of nano-Zno modified asphalt. Secondly, the rutting test, immersion Marshall test, freeze-thaw split test and bending test at low temperature were carried out to analyze pavement performance of asphalt mixture systematically and modification mechanism was analyzed by infrared spectroscopy from micro perspective. The results show that three doses of nano-ZnO modified asphalt by the proportion of 1%, 4% and 7% can effectively improve high temperature properties, low temperature properties, viscosity and anti-fatigue properties of the asphalt. and optimal content is 4%. High temperature stability, water stability and low temperature crack resistance of nano-ZnO modified asphalt mixture by the dose of 4% reach the optimal state. The strength of nano particles can be fully utilized during the process of the preparation of Nano-ZnO modified asphalt based on high-speed shearing method. There may exist a physical-chemical reaction between Nano-ZnO modified asphalt and base asphalt,with the result of forming a stability of modified asphalt system. Meanwhile, softening point and consistency of the base asphalt can be improved. Under high-speed shearing action, chemical bonds of the melting base asphalt break and react chemically with the hydroxy groups on the surface of the nano-particles, with the result of forming a co-melting system of nano-particles and base asphalt.
Key words
road engineering /
nano-ZnO modified asphalt /
experimental research /
mechanism analysis
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