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№ 4 (19), 2018

 

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, 201η.

. 34-45.

 

 

2. Mehlhart G.; Bakas I.; Herczeg M.; Hay D. Study on the Energy Saving

Potential of Increasing Resource Efficiency - Final Report. Luxembourg: Publica-

tions

Office

of the

European Union, 2016. 86 p. http://ec.europa.eu

/environment/enveco/resource efficiency/pdf/final report.pdf.

 

 

 

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768 .

6. Pellenq R.J., Kushima A.M., Shahsavari R., van Vliet, K.L., Buehler M.J., Yip S., Ulm F.J. A realistic molecular model of cement hydrates. // Nat/Acad. of Science. Proceedings, Wash., 2009, v. 106, 38. P. 16102-16107.

7.

. .

 

 

 

 

 

 

 

//

. 2017. №2.

. 388-391. URL https://

moluch.ru/archive/136/38027/.

 

 

 

 

 

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//

 

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:7 . 2014. . 151-157.

13.Fathiah M.Z., Edyvean R.G. The Role of Ionic Strength and Mineral Size to Zeta-Potential for the Adhesion of P. putida to Mineral Surfaces // World Academy of Science, Engineering and Technology International Journal of Biotechnology and Bioengineering. Vol. 9, No. 7, 2015. P. 805-810.

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17.Plank J., Hirsch C. Impact of zeta potential of early cement hydration phases on superplasticizer adsorption // Cement and Concrete Research. No 37. 2007 P. 537-542. http://www.bauchemie.ch.tum.de/master-framework /data/ dynamic/Image/53.pdf.

18.Yilmaz F. Polymer Science. Croatia, Rijeka: InTech, 2013. 256 p.

19.Nascimento A.C., Moreira J.V. Influence of zeta potential in physical and mechanical properties of recycled paper // International journal of innovative

research in engineering & management. vol. 2, No 5, 2015. P. 65-70.

20.

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REFERENCES

1. Morgun V.N., Morgun L.V., Bogatina A.Y. To the question of the im-

ЩХОЦОЧЭКЭТШЧ ШП ЭСО FОНОЫКХ ХКа №261. // MШНОЫЧ ЛЮТХНТЧР ЦКЭОЫТКХЬ, ЭОМСЧШХШРТОЬ

and designs, FGBOU VPO «GGNTU», Grozny, 2015.P. 34-45. (in Russian).

2.Mehlhart G., Bakas I., Herczeg M., Hay D. Study on the Energy Saving Potential of Increasing Resource Efficiency - Final Report. Luxembourg: Publications Office of the European Union, 2016. 86 p.

3.Shakhova L.D. Tehnologiya penobetona. Teoriya i praktika. Monografiya [Foam concrete technology. Theory and practice. Monograph]. Moscow, Publishing house Association building universities, 2010. 248 p. (in Russian).

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6.Pellenq R.J.M., Kushima A., Shahsavari R., van Vliet, K.L., Buehler M.J., Yip S., Ulm F.-J. A realistic molecular model of cement hydrates. //Nat/Acad. of Science. Proceedings, Wash., 2009, v. 106, 38. P. 16102-16107.

7.Gvozdikova V.I. [The world energy crisis and its impact on the energy of Russia]. Molodoj uchenyj [Young scientist], 2017, No. 2. P. 388-391 (in Russian).

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8.Chernyshev E.M., Fedin A.A., Potamoshneva N.D., Kukhtin Y.A. [Silicate: modern, flexible technology materials and products]. Stroitel`nye materialy [Construction and building materials], 2007, No. 4. P. 4-9 (in Russian).

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12.Kadomtseva E.V., Morgun, L.V., Bogatina, A.Yu. On the behavior of reinforced concrete in the bending of reinforced beams. // Concrete and reinforced concrete - a look into the future, 2014, vol. 3. P. 151-157 (in Russian).

13.Fathiah M.Z., Edyvean R.G. The Role of Ionic Strength and Mineral Size to Zeta-Potential for the Adhesion of P. putida to Mineral Surfaces // World Academy of Science, Engineering and Technology International Journal of Biotechnology and Bioengineering. Vol. 9, No. 7, 2015. P. 805-810.

14.Pakhtusov D.B., Ogorodnikov I.A., Borodulin V.Yu. Dispersed fiber foam concrete is the optimal material for low-rise construction // Energy and resource efficiency of low-rise residential buildings, Institute of thermal physics. S.S. Kutateladze SB RAS, 2013. P. 83-87 (in Russian).

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17.Plank J., Hirsch C. Impact of zeta potential of early cement hydration

26

,

№ 4 (19), 2018

phases on superplasticizer adsorption // Cement and Concrete Research. No 37.

2007. P. 537-542.

18.Yilmaz F. Polymer Science. Croatia, Rijeka: InTech, 2013. 256 p.

19.Nascimento A.C., Moreira J.V. Influence of zeta potential in physical and mechanical properties of recycled paper // International journal of innovative research in engineering & management. vol. 2, No 5, 2015. P. 65-70.

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27

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№ 4 (19), 2018

691.322.7

 

 

. .

, . .

 

 

*

 

 

 

 

 

 

 

 

 

,

 

 

я

я, 170026, .

,

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.

, . 22

 

*

я

:

 

 

, E-mail: daniilabramow@mail.ru

 

 

 

 

 

 

 

 

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(

 

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(

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1 %

 

 

 

 

 

 

 

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DETERMINATION OF NORMATIVE AND DESIGN CHARACTERISTICS OF FIBER-REINFORCED CONCRETE ON LOCAL BASALT WOOL WASTES

V.V. Belov, D.G. Abramov*

 

 

 

©

. .,

. ., 2018

28

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№ 4 (19), 2018

Tver State Technical University, Russian Federation 170026, Tver, nab. Af. Nikitina, d. 22

*Corresponding author: Daniil G. Abramov, E-mail: daniilabramow@mail.ru

This article is devoted to a statistical analysis of strength properties of fiber-reinforced concrete on local basalt wool wastes (FRCLBWW) in order to substantiate further its normative and design characteristics. In the course of the research work, the optimum fiber basalt wool wastes (FBWW) volume concentration 1% in fine-grained concrete was determined at which the highest values of its compressive strength and flexural tensile strength are achieved. Statistical measures of the obtained strength parameters are calculated and their normative characteristics are determined. At the end of the article, an analysis of the results is given.

Keywords: statistical characteristics, normative and design characteristics, basalt wool waste, basalt fiber, fiber-reinforced concrete, compressive strength, tensile strength at bending

 

 

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