The Effect of Composition and Fineness of Mineral Fillers on Structure of Asphalt Binder

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Ultra-fine filler or mineral powder is the main mineral component responsible for structure formation in the bitumen-mineral system, therefore mineral and chemical composition, chemical reactivity, surface area, fineness, particle shape, porosity and density are the crucial parameters for structure formation of the composite. This work studied the effect of fineness and chemical and mineral composition of fillers on the structure of asphalt binder. It was demonstrated that an increase in surface area boosts porosity, and void content of the filler, but reduces the porous size. For carbonate fillers such as limestone and chalk with high fineness it was investigated that compaction applied to asphalt binder specimens showed very low water saturation. This can be explained by the film effect of water impermeable bitumen in the matrix and by small porous size with mostly close pores. An increase in surface area of silicate fillers improves the compaction of structure but cannot reach the same level of compaction degree demonstrated by the specimens with carbonate fillers. SEM analysis of microstructural characteristics for the asphalt binder showed that the incorporation of fine-fractioned chalk filler resulted in the formation of asphalt binder with high density and micro-and nanoporous matrix.

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Materials Science Forum (Volume 1017)

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81-90

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January 2021

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© 2021 Trans Tech Publications Ltd. All Rights Reserved

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[1] L. B. Gezentsvey, A. M. Gorelyishev, I. V. Boguslavsky, I. V. Korolev, Road asphalt concrete, Transport, Moscow, (1985).

Google Scholar

[2] P. V. Sakharov, About bituminous (asphalt) concrete, News of Russian Society of material testing. 1 (1914) 74.

Google Scholar

[3] С. Richardson, The Modern Asphalt Pavement, J. Wiley and Sons, New York, (1907).

Google Scholar

[4] B. S. Radovskiy, Modern requirements for rock material for asphalt mixes in the USA, Road machinery. (2009) 74–85.

Google Scholar

[5] G. Wypych, Handbook of Fillers, ChemTec Publishing, Toronto, (1999).

Google Scholar

[6] S. S. Inozemсev, A. N. Grishina, E. V. Korolev, Model of a complex nanomodifier for bituminous concrete, Regional architecture and engineering. 3 (2013) 15–21.

Google Scholar

[7] Ya. N. Kovalev, Inter-phase contacts in bitumen-mineral systems and their strengthening, Science and Technique. 5 (2014) 3–9.

Google Scholar

[8] R. Géber, I. Kocserha, L. A. Gömze, Influence of composition and grain size distribution on the properties of limestone and dolomite asphalt fillers, Materials Science Forum. 729 (2012) 344–349.

DOI: 10.4028/www.scientific.net/msf.729.344

Google Scholar

[9] R. Muniandy, E. Aburkaba, L. M. J. Mahdi, Effect of Mineral Filler Type and Particle Size on Asphalt-Filler Mastic and Stone Mastic Asphalt Laboratory Measured Properties, Australian Journal of Basic and Applied Sciences. 7(11) (2013) 475–487.

DOI: 10.24200/tjer.vol10iss2pp13-32

Google Scholar

[10] M. Wasilewska, D. Małaszkiewicz, N. Ignatiuk Evaluation of Different Mineral Filler Aggregates for Asphalt Mixtures, IOP Conf. Series: Materials Science and Engineering. 245 (2017) 022042.

DOI: 10.1088/1757-899x/245/2/022042

Google Scholar

[11] R. Géber, A. Simon, I. Kocserha, A. Buzimov, Microstructural and rheological analysis of fillers and asphalt mastics, Journal of Physics: Conference Series. 790 (2017) 012009.

DOI: 10.1088/1742-6596/790/1/012009

Google Scholar

[12] M. S. Lebedev, N. I. Kozhukhova, Rheological characteristics of bitumen mastic depending on composition and filler dispersity, Journal of Physics: Conference Series. 1045(1) (2018) 012026.

DOI: 10.1088/1742-6596/1045/1/012026

Google Scholar

[13] A. I. Trautvain, V. V. Yadykina, E. S. Mulenko, Study of physical-mechanical properties of asphalt-concrete specimens on activated mineral powders of various compositions, Construction Materials and Products. 1(4) (2018) 44–50.

DOI: 10.34031/2618-7183-2018-1-4-44-50

Google Scholar

[14] M. S. Lebedev, I. L. Chulkova, Study of rheological characteristics of bitumen composites with different fly ashes, Bulletin of BSTU named after V.G. Shukhov. 11 (2016) 47–52.

DOI: 10.12737/22365

Google Scholar

[15] A. R. Pasandín, I. Perez, The influence of the mineral filler on the adhesion between aggregates and bitumen International, Journal of Adhesion and Adhesives. 58 (2015) 53–58.

DOI: 10.1016/j.ijadhadh.2015.01.005

Google Scholar

[16] R. N. Traxler, The evaluation of mineral powders as fillers for asphalt, Proc. Assoc. Asphalt Paving Technologists. 8 (1937) 60–67.

Google Scholar

[17] R. Xiong, L. Wang, X. Yang, F. Yang, Y. Sheng, B. Guan, H. Chen, Experimental investigation on related properties of asphalt mastic with activated coal gangue as alternative filler, International Journal of Pavement Research and Technology. 11 (2018) 725–732.

DOI: 10.1016/j.ijprt.2018.03.002

Google Scholar

[18] H. Ziari, A. H. Korayem, M. Hajiloo, M. Nakhaei, A. Razmjou, H. Divandari Evaluating the effect of amorphous carbon powder on moisture susceptibility and mechanical resistance of asphalt mixtures, Construction and Building Materials. 152 (2017) 182–191.

DOI: 10.1016/j.conbuildmat.2017.06.036

Google Scholar

[19] A. I. Trautvain, V. V. Yadykina, M. S. Lebedev, A. E. Akimov, Preliminary investigations of the conversion сhalk-stone as a mineral filler for asphalt-concrete mixtures, Bulletin of BSTU named after V.G. Shukhov. 6 (2018) 21–27.

DOI: 10.12737/article_5b115a5fca2155.86312327

Google Scholar

[20] B. M. Harris, K. D. Stuart, Analysis of Mineral Fillers and Mastics Used in Stone Matrix Asphalt, Journal of the Association of Asphalt Paving Technologists. 64 (1995) 54–95.

Google Scholar

[21] V. V. Yadykina, Management of formation processes and quality of building composites with the surface condition of dispersed raw materials: monograph, ASV,Moscow, (2009).

Google Scholar

[22] A. M. Gridchin, V. V. Yadykina, D. A. Kuznetsov, M. A. Vysotskaya, A. V. Kuznetsov, Features of the surface properties of acidic mineral materials for asphalt concrete, Construction materials. 8 (2007) 56–57.

Google Scholar

[23] Y. N. Kovalev, Activation technology road composite materials (scientific and practical bases), Belarusian Encyclapedia, Minsk, (2002).

Google Scholar

[24] A. W. Hefer, Adhesion in bitumen-aggregate systems and quantification of the effects of water on the adhesive bond, Ph.D. dissertation, A&M University, USA, (2004).

Google Scholar

[25] A. Bhasin, Development of methods to quantify bitumen-aggregate adhesion and loss of adhesion due to water,Ph.D. thesis, A&M University, Texas, USA, (2006).

Google Scholar

[26] R. Taylor, Surface interactions between bitumen and mineral fillers and their effects on the rheology of bitumen-filler mastics, Ph.D. thesis, Univ. of Nottingham, UK, (2007).

DOI: 10.1201/9780203881200.ch42

Google Scholar

[27] B. Delaporte, H. Di Benedetto, P. Chaverot and G. Gauthier Effect of ultrafine particles on linear viscoelastic of mastics and asphalt concretes, Transportation Research Record. 2051 (2008) 41–48.

DOI: 10.3141/2051-06

Google Scholar

[28] H.Qiu, X.Tan, S. Shi, H. Zhang Influence of filler–bitumen ratio on performance of modified asphalt mortar by additive, Journal of Modern Transportation. 21(1) (2013) 40–46.

DOI: 10.1007/s40534-013-0002-2

Google Scholar

[29] M. C. Liao, J. S. Chen, G. Airey, Characterization of viscoelastic properties of bitumen-filler mastics, Asian Transport Studies. 3(3) (2015) 312–327.

Google Scholar

[30] Russian Standard 52129–2003, Mineral powders for asphaltic concrete and organomineral mixtures. Specifications, Russian Gosstroy, Moscow, (2004).

Google Scholar

[31] V. B. Petropavlovskaya, T. B. Novichenkova, V. V. Belov, A. F. Buryanov Granulometric composition as criterion for regulating properties of dispersed systems, Construction materials. 1 (2013) 64–65.

Google Scholar

[32] Y. V. Sokolov, G. I. Nadykto, Structure and properties of asphalt binder, Interuniversity proceedings «Application of cement and asphalt concretes in Siberia», SibADI, Omsk (1982) 100–107.

Google Scholar

[33] G. I. Nadykto, V. D. Galdina, V. S. Prokopets, Structure and properties of asphalt binders based on mineral fillers of different nature, Construction materials. 5 (2010) 32–35.

Google Scholar