Modifying Additives Effect on Use Properties of Asphalt Concrete

Article Preview

Abstract:

The article dwells on the results of the survey of the asphalt concrete modified with various additives. It contains the results of the impact made by the modifying additives on the physical mechanic and performance properties (rutting resistance, fatigue life and permanent deformation accumulation resistance) of the Type A Grade I asphalt concretes. In the article the regularities of the influence exerted by the formula-related and technological factors on the asphalt concrete properties were established. Consistent with the obtained results forecasting of rutting in accordance with AVTODOR STO 2.28-2016 and forecasting of fatigue damage accumulation on the basis of the Miner’s cumulative model of damage linear addition were executed. On the basis of the forecast results the interrepair life of the road structures with the pavement courses of asphalt concretes containing the surveyed modifiers was evaluated.

You might also be interested in these eBooks

Info:

Periodical:

Pages:

653-660

Citation:

Online since:

September 2018

Export:

Price:

Permissions CCC:

Permissions PLS:

Сopyright:

© 2018 Trans Tech Publications Ltd. All Rights Reserved

Share:

Citation:

* - Corresponding Author

[1] S.A. Chernov, A.V. Kaklyugin, A.N. Nikitina, K.D. Golyubin, The polymer dispersed reinforcing agent impact on the asphalt concrete performance properties, Vestnik MGSU. 12 (6) (105) (2017) 654-660.

DOI: 10.22227/1997-0935.2017.6.654-660

Google Scholar

[2] A.C. Bell, Selection of Laboratory Aging Procedures for Asphalt-Aggregate Mixtures, SHRP-Nr SHRP-A-383, National Research Council, Washington D.C.

Google Scholar

[3] I.M. Rudenskaya, A.V. Rudenskiy, Organic binders for road construction, Infra-M, Moscow, (2010).

Google Scholar

[4] S.K Iliopolov, I.V. Mardirosova, S.A. Chernov, P.O. Darmodekhin, Modified crushed stone mastic asphalt-concrete mixture with a dispersed reinforcing additive fort, Science. Innovations. Education. 3 (2012) 1.

Google Scholar

[5] S.A. Chernov, K.D. Golyubin, Ways of increasing resistance to plastic rutting of crushed stone of asphalt concrete. Roads and Bridges. 2 (32) (2014) 264-272.

Google Scholar

[6] N.Kh Chan., I.V. Mardirosova, O.A. Balabanov, Complex modified asphalt concrete of increased resistance to the effects of hot and humid climate, Bulletin of higher educational institutions. Construction. 7 (2011) 54-61.

Google Scholar

[7] S.A. Chernov, D.V. Chirva, Ye.V. Lekontsev, Polymeric bituminous binder inflence on the processes of rut formation in the upper layers of road surfaces, Internet-journal Naukovedeniye. 4 (13) (2012) 226.

Google Scholar

[8] Ye.V. Uglova, O.V. Drovaleva, The calculation of fatigue life of asphalt concrete coatings. RSCEU, Rostov-on-Don, (2008).

Google Scholar

[9] S.K Iliopolov, Ye.V. Uglova, O.V. Drovaleva, Fatigue failure of asphalt concrete in a wide frequency range. Roads and Bridges. 1 (2007) 245-251.

Google Scholar

[10] S.A. Mironchuk. The method for determining the stability of asphalt concrete road surfaces to the accumulation of residual deformations under the influence of dynamic loads: Thesis. Voronezh, (2015).

Google Scholar

[11] R.V. Matua, S.A. Sizonets, S.K. Iliopolov, V.P. Matua, Experimental studies of resistance to the accumulation of residual deformations of mineral materials reinforced with inorganic and complex agent, Construction-2015: Construction. Roads. Transport. Materials of the International Scientific Conference, 2015, pp.39-40.

Google Scholar