Russian Journal of Transport Engineering
Russian journal of transport engineering
           

2018, Vol. 5, No. 4. - go to content...

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DOI: 10.15862/22SATS418 (https://doi.org/10.15862/22SATS418)

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Gofman D.I., Katasonov M.V., Kochetkov A.V., Gaydaychuk Yu.A., Kirichuk D.I. Development of the composition of crushed stone and mastic asphalt with increased resistance to rutting for the device wear layer for roads with high traffic. Russian Journal of Transport Engineering. 2018; 5(4). Available at: https://t-s.today/PDF/22SATS418.pdf (in Russian). DOI: 10.15862/22SATS418


Development of the composition of crushed stone and mastic asphalt with increased resistance to rutting for the device wear layer for roads with high traffic

Gofman Dmitriy Ivanovich
Volgograd state technical university, Volgograd, Russia
E-mail: dima.0103@mail.ru

Katasonov Maksim Viktorovich
Volgograd state technical university, Volgograd, Russia
E-mail: max.inga@rambler.ru

Kochetkov Andrey Viktorovich
Perm national research polytechnical university, Perm, Russia
E-mail: soni.81@mail.ru

Gaydaychuk Yuliya Andreevna
Volgograd state technical university, Volgograd, Russia
E-mail: ms.realova@mail.ru

Kirichuk Diana Igorevna
Volgograd state technical university, Volgograd, Russia
E-mail: borisenko.d.i.1995@gmail.com

Abstract. The paper considers the use of crushed stone-mastic asphalt mixtures laid with a small thickness as protective layers of wear of roads. The General characteristics of mixtures and their components are given, the pros and cons, as well as the possibility of their application are given. As a mineral powder, it is recommended to use lime-containing waste (calcium oxide hydrate) of the chemical industry. The effective increase of shear resistance of the protective wear layer with the subsequent prevention of the formation of a track on the coating due to the use of lime-containing waste, which has a highly active structuring effect on bitumen with a slowdown in its aging in the asphalt binder, subject to the principles of sufficient water resistance and crack resistance of asphalt concrete. The replacement of mineral powder with lime-containing waste in the composition of crushed-mastic asphalt concrete with the same mass amount of other mineral components and bitumen indicates a significant increase in quality indicators.

Keywords: binder; asphalt concrete; road construction; gravel-sand mixtures; regional roads; lime-containing waste; formulations; base layers; roads with low traffic intensity; roads with high traffic intensity; activation; analysis of properties

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