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,

№ 4 (19), 2018

 

,

 

 

 

 

 

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102°C (

 

SasolWax

 

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2007 .

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[12].

 

 

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WAM-Foam.

 

 

 

 

 

 

 

 

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.

 

1.

. .,

. .

 

-

 

 

.

 

.1:

 

,

 

 

-

//

 

. 2013. № 9. . 82-95.

 

 

2.

. .

 

 

-

 

:

/ . .

;

-

.

, 2016. 100 .

 

 

 

3. Yangab J., Tigheb S. A review of advances of Nanotechnology in asphalt

mixtures // Procedia Social and Behavioral Sciences. 2013. V. 96. P. 1269-1276.

ζ.

. .,

. .,

. .,

. .,

. .

 

 

(

 

) Д

 

Ж: http://www.guad.nnov.ru (

 

1ζ.10.18).

 

11

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№ 4 (19), 2018

η.

 

2373321

 

 

 

 

 

/

.

.,

. .

 

. 19.0η.2008;

. 20.11.2009.

 

6.

 

. .

 

 

 

 

 

-

 

 

 

 

 

(

,

 

,

):

 

/ . .

 

, . .

 

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:

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, 2012. 189 .

 

 

7.

 

. .,

 

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//

. 2016. № ζ

. 63-67.

 

8.

 

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Elvaloy

 

 

 

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//

 

 

 

«

».

 

 

.

 

 

 

 

 

. №2.

. 126-140.

 

9. Melo J.V.S., Triches G., Rosso L.T. Experimental evaluation of the influence of reinforcement with Multi-Walled Carbon Nanotubes (MWCNTs) on the properties and fatigue life of hot mix asphalt // Building and Environment. 2012.

ζ9 (1). P. 117-123.

10.Enieb M., Diab A. Characteristics of asphalt binder and mixture containing nanosilica // International Journal of Pavement Research and Technology. 2017. V. 10. P. 148-157.

11.Saltan M., Terzi S., Karahancer S. Examination of hot mix asphalt and

binder performance modified with nano silica // Construction and Building Materials. 2017. № 12. P. 976-984.

12.

. .

//

. 2008. №1. .2ζ-28.

REFERENCE

1. Artamonova O.V., Chernyshov E.M. Concepts and foundations of technologies for nanomodifying structures of building composites. Part 1: general problems of fundamentality, the main directions of research and development //

12

,

№ 4 (19), 2018

BЮТХНТЧР ЦКЭОЫТКХЬ. 2013. № 9. P. 82-95.

2.Artamonova O.V. Synthesis of nanomodifying additives for building composites technology: monograph / O.V. Artamonova; Voronezh State Agricultural Academy. Voronezh, 2016. 100 p.

3.Yangab J., Tigheb S. A review of advances of Nanotechnology in asphalt mixtures // Procedia Social and Behavioral Sciences. 2013. V. 96, P. 1269-1276.

4.Dubina S.I., Khrulyova A.V., Sobko G.I., Maksimov A.T., Bedrin E.A. Application of innovative technologies in the construction of highways from fortified soils (experience of the Nizhny Novgorod region) [electronic resource]: http://www.guad.nnov.ru (access 14.10.18 g.).

5.Patent of the Russian Federation 2373321 Road polymer cement / Grunt / V.S. Prokopets, E.A. Golubeva. 19.05.2008; publ. 20.11.2009.

6.Koshkarov V.Y. Scientific foundations of the organization of innovative activity in transport and road economy (theory, methodology, practice): monograph / V.E. Koshkarov, A.G. Galkin, V.M. Samuylov, E.V. Koshkarov. Yekaterinburg: Publishing house USURT, 2012. 189 p.

7.Romanov P.S., Pantelova Kh. M. Application of nanotechnology in road construction ТЧ RЮЬЬТК // SМТОЧМО ЭОЫЫТЭШЫв. 2016. № ζ P. 63-67.

8.Burmistrov S.E., Korkin S.L., Krivosheev S.G., Vtyurin A.V. Application of Elvaloy modifier in road construction. World experience // Collection of scien-

tific works of JSC «Giprodornii». Yekaterinburg. Topical issues of designing

ЫШКНЬ. № 2. P. 126-140.

9. Melo J.V.S., Triches G., RossoL.T. Experimental evaluation of the influence of reinforcement with Multi-Walled Carbon Nanotubes (MWCNTs) on the properties and fatigue life of hot mix asphalt // Building and Environment. 2012.

ζ9(1). P. 117-123.

10.Enieb M., Diab A. Characteristics of asphalt binder and mixture containing nanosilica // International Journal of Pavement Research and Technology. 2017. V. 10. P. 148-157.

11.Saltan M., Terzi S., Karahancer S. Examination of hot mix asphalt and

13

,

№ 4 (19), 2018

binder performance modified with nanosilica // Construction and Building Mate-

ЫТКХЬ. 2017. №12. P. 976-984.

12. Radovsky B.S. Technology of new warm asphalt in the USA // Road engineering. 2008. № 1. P. 24-28.

 

 

201

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©

 

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15

,

№ 4 (19), 2018

THE INFLUENCE OF THE SHAPE OF RAW MATERIALS ON

STRUCTURE OF FOAM CONCRETE

V.N. Morgun1*, L.V. Morgun2, A.Yu. Bogatina3

1Southern Federal University, Russian Federation, 344000, Rostov-on-don, 105/42 Bolshaya Sadovaya street

2Don State Technical University, Russian Federation, 344000, Rostov-on-don, Gagarin square, 1

3Rostov State Transport University, Russian Federation, 344038, Rostovskogo

Strelkovogo Polka Narodnogo Opolcheniya Sq., 2

*Corresponding author: Vladimir N. Morgun, E-mail: morgun vlad@bk. ru

The influence of the presence and length of synthetic dispersed reinforcement on the kinetics of plastic strength of foam concrete mixtures in the early period of hardening was experimentally evaluated. The fiber length of dispersed reinforcement varied from 10 to 60 mm. the plastic strength of foam concrete mixtures was determined during the first 3 hours of hardening. It is shown that the presence of fiber and its length are significant for the strength properties of the researched mixtures, and hence their resistance to delamination and precipitation after pouring into molds. That in turn has a positive effect on reducing the percentage of defects and the possibility of expanding the resource base in the industrial production of foam concrete products.

Keywords: dispersed reinforcement, fiber, fiber-foam concrete, cellular concrete mixture, the formation of the structure of foam concrete mixture

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