稻壳灰改性沥青混合料性能研究及路面结构动力响应分析

doi:10.11896/cldb.21120046

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Abstract Agricultural products and waste become the main cause of environmental pollution. To reduce the damage to the environment and avoid the waste of resources, this study was conducted to investigate the service performance of rice husk ash modified asphalt mixtures based on the preparation process of active rice husk ash and rice husk ash modified asphalt. For this, the orthogonal test was used to develop the rice husk ash modified asphalt with excellent performance, and the effect of the preparation process on the physical properties of the modified asphalt was investigated. The fractal theory was used to optimize the gradation design of mineral materials, and the influence of gradation on the volume parameters of asphalt mixture was studied while the reliability of performance ratio was ensured. Pavement performance test was used to analyze the difference of pavement performance of asphalt mixture before and after modification, and the pavement structure of asphalt mixture was analyzed with three-dimensional finite element model under moving load, so as to explore the service mechanism of rice husk ash modified asphalt mixture. The results showed that the fractal theory can better describe the correlation between the fractal dimensional values and the volume parameters of the mixture, and the prediction equation model was established to well predict the volume parameters of the mixture. The high-temperature performance and water stability of the mixture were improved after the modification of rice husk ash, although its low-temperature performance was attenuated, it still met the requirements. The finite element model showed that the modification of rice husk ash greatly improved the service performance of the matrix asphalt mixture, which can be used to better quantify the anisotropy of the asphalt mixture in service.

Key words： rice husk ash asphalt mixture fractal theory pavement performance finite element

Published: 25 July 2023 Online: 2023-07-24

CLC number:

U414

Fund:National Natural Science Foundation of China (ZX20200856).

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	Articles by authors
	YIN Peng
	PAN Baofeng
	KANG Zehua
	WANG Baomin

Cite this article:

YIN Peng,PAN Baofeng,KANG Zehua, et al. Study on Performance of Rice Husk Ash Modified Asphalt Mixture and Dynamic Response Analysis of Pavement Structure[J]. Materials Reports, 2023, 37(14): 21120046-8.

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http://www.mater-rep.com/EN/10.11896/cldb.21120046 OR http://www.mater-rep.com/EN/Y2023/V37/I14/21120046

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