Chapter
Feb 6, 2024

Quantitative Evaluation and Influence Mechanism of Interaction between Asphalt and Mineral Fillers

Publication: International Conference on Road and Airfield Pavement Technology 2023

ABSTRACT

In order to evaluate the interaction ability between asphalt and mineral fillers and explore the influence mechanism of the characteristics of asphalt and mineral fillers on the interaction ability. Limestone (LS), granite (GN), fly ash (FA), and coal gangue (CG) fillers were added to the base asphalt to prepare asphalt mastic. The dynamic shear rheometer (DSR) tests were conducted to obtain the rheological properties of asphalt mastic. Based on the Palierne model, the evaluation index of interaction ability between asphalt and mineral fillers was proposed. The influence mechanism of asphalt and mineral fillers characteristics on the interaction ability was analyzed through microscopic and physical–chemical tests. The results show that the interaction ability between different mineral fillers and asphalt types is CG > LS > FA > GN. There is a good correlation between the external specific surface area of mineral fillers and the evaluation index, which can be considered a factor in the selection of mineral fillers. There is no new substance formed after mixing mineral fillers and asphalt. Physical and chemical adsorption is the major interaction between them. Among the four types of mineral fillers, coal gangue fillers have the strongest adsorption on asphalt, so coal gangue fillers have a strong interaction ability with asphalt.

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REFERENCES

Moon K H, Falchetto A C, Park J Y. (2014). “Development of high performance asphalt mastic using fine taconite filler.” Ksce Journal of Civil Engineering, 18(6): 1679-1687.
Tan Y Q, Li X L, Wu J T. (2012). “Influence of temperature and load frequency on asphalt aggregate interaction ability”. China Journal of Highway and Transport, 25(3): 65-72.
Li H, Li P, Nian P F. (2020). “Effect of mineral powder on rheological properties of asphalt mortar and micro analysis.” Journal of Functional Materials, 51(6): 6150-6157.
Li X M, Dou Y Y, Xu H N. (2019). “Interaction ability and rheological properties of asphalt mastic under freeze thaw cycles”. Journal of Building Materials, 22(5): 831-838.
Xing B D, Fan W Y, Zhuang C Y. (2019). “Effects of the morphological characteristics of mineral powder fillers on the rheological properties of asphalt mastics at high and medium temperatures”. Powder Technology, 348: 33-42.
Liu G Q, Zhao Y L, Zhou J. (2017). “Applicability of evaluation indices for asphalt and filler interaction ability.” Construction and Building Materials, 148: 599-609.
Guo M. (2016). “Study on interaction mechanism and multiscale evaluation method of interfacial interaction between asphalt binder and mineral aggregate.” Harbin: Harbin Institute of technology.
Liu H Q, Luo R. (2017). “Development of master curve models complying with linear viscoelastic theory for complex moduli of asphalt mixtures with improved accuracy.” Construction and Building Materials, 152: 259-268.
Palierne J F. (1990). “Linear rheology of viscoelastic emulsions with Interfacial Tension.” Rheologica Acta, 29(3): 204-214.
Graebling D, Muller R. (1991). “Determination of interfacial tension of polymer melts by dynamic shear measurements.” Colloids & Surfaces, 55: 89-103.
Ziegel KD, Romanov A. (2010). “Modulus reinforcement in elastomer composites. I. Inorganic Fillers.” Journal of Applied Polymer Science, 17(4): 19-31.
Mehrara A, Khodaii A. (2013). “A review of state of the art on stripping phenomenon in asphalt concrete.” Construction and Building Materials, 38(2): 423-442.
Guo M. (2012). Interfacial behavior of asphalt mastic and its mechanism. Harbin: Harbin Institute of Technology.
Xing C W, Liu L P, Cui Y. (2020). “Analysis of base bitumen chemical composition and aging behaviors via atomic force microscopy-based infrared spectroscopy.” Fuel, 264: 116845.1-116845.12.
Li J, Liu Y, Zhang X N. (2014). “Microscopic analysis on the aging mechanism of asphalt”. Bulletin of the Chinese Ceramic Society, 33(6): 1275-1281.
Cui Y N, Guo L D, Chen D S. (2020). “Composite aging mechanism of SBS modified asphalt”. Journal of Building Materials, 23(5):1183-1191.
Yang Z. (2018). “Study on Multi-scale Behavioral characteristics of Asphalt before and after Aging.” Guangzhou: South China University of Technology.

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Go to International Conference on Road and Airfield Pavement Technology 2023
International Conference on Road and Airfield Pavement Technology 2023
Pages: 797 - 808

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Published online: Feb 6, 2024

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Shuang Wang [email protected]
Intelligent Engineering Technology Research Center, Harbin Cambridge Univ., Harbin, Heilongjiang, China; National Univ. of Malaysia, Bangi, Selangor, Malaysia. Email: [email protected]
Intelligent Engineering Technology Research Center, Harbin Cambridge Univ., Harbin, Heilongjiang, China. Email: [email protected]
Zhichen Wang [email protected]
Intelligent Engineering Technology Research Center, Harbin Cambridge Univ., Harbin, Heilongjiang, China; School of Transportation and Geomatics Engineering, Shenyang Jianzhu Univ., Shenyang, Liaoning, China (corresponding author). Email: [email protected]
Intelligent Engineering Technology Research Center, Harbin Cambridge Univ., Harbin, Heilongjiang, China. Email: [email protected]; [email protected]
Xiangyuan Liu [email protected]
School of Transportation Engineering, Dalian Maritime Univ., Dalian, Liaoning, China. Email: [email protected]

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