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Modified heavy concrete for tunnel structures with increased operational properties

https://doi.org/10.33979/2073-7416-2024-114-4-138-147

Abstract

The increasing demands for the quality and reliability of concrete structures, particularly in tunnel construction, necessitate the development of modified concretes with enhanced operational characteristics. This study examines the modification of heavy concrete using a complex chemical additive, comprising a superplasticizer and a water-soluble polymer additive (Polidon-A). The research reveals that the activation process of metakaolin particles is insufficiently studied. Therefore, the investigations presented here, which aim to improve operational characteristics through the pre-treatment of metakaolin in an alkaline environment (pH=10) with a micro-reinforcing component (wollastonite), are highly relevant. The study's objective is to establish the positive effect of metakaolin activation with a complex modifier and a micro-reinforcing component on the modification of heavy concrete's structure to enhance its strength and hydrophysical properties.Object: Modified heavy concrete based on activated metakaolin with a complex modifier (superplasticizer + Polidon-A) and a micro-reinforcing component for concrete tunnel structures.

Research results: The study demonstrates the positive impact of complex modification on the properties of heavy concrete. This is achieved by reducing the cement content (binder) and replacing it with metakaolin, which is pre-activated in an alkaline environment (pH=10) with a modifier and wollastonite. This allows for an increase in strength and hydrophysical characteristics: the compressive strength at 28 days was 68.6 MPa, compared to 39.4 MPa for the control mixture; water absorption was 2.4%; and the waterproofing grade was W14. This makes it possible to use this composition in practice for the production of building products and structures with specified characteristics, operating under conditions of increased load and aggressive environment, in particular, for tunnel structures.

About the Authors

E. V. Tkach
National Research Moscow State University of Civil Engineering
Russian Federation

Tkach Evgeniya V., doctor of technical sciences, professor, professor of the department urban planning

Moscow



G. A. Shusev
Moscow Automobile and Road Construction State Technical University
Russian Federation

Shusev Georgy A., Postgraduate student of the Department of Road Construction Materials 

Moscow



G. M. Rakhimova
Non-profit joint stock company "Abylkas Saginov Karaganda Technical University»
Kazakhstan

Rakhimova Galia M., Candidate of Technical Sciences, Associate Professor of the Department of Building Materials and Technology

Karaganda



M. A. Rakhimov
Non-profit joint stock company "Abylkas Saginov Karaganda Technical University»
Kazakhstan

Rakhimov Murat A., Candidate of Technical Sciences, Associate Professor of the Department of Building Materials and Technologies

Karaganda



References

1. Oreshkin D.V. Problems of Building Materiology and Production of Building Materials. Construction materials. – 2010. no. 11. pp. 6-8.

2. Lam T.Q.K, Do T.M.D, Ngo V.T, Nguyen T.C. Increased plasticity of nano concrete with steel fibers. Magazine of civil engineering, 2020, vol. 93, no. 1, pp. 27-34.

3. Tomilov AP Elektrohimicheskaya aktivaciya — novoe napravlenie prikladnoj elektrohimii [Electrochemical activation - a new direction of applied electrochemistry]. ZHizn' i bezopasnost', 2002, no. 3, pp. 302- 307.

4. Teramoto A., Maruyama I., Mitani Y. Influence of silica fume additive and temperature history on the volume change of ultra-high-strength cement paste and concrete. Advances in civil engineering materials, 2019, no. 3, pp. 153-172.

5. Kherraf L., Abdelouehed A., Belachia M., Hebhoub H. Effects of the incorporation of combined additions in cement on the properties of concretes. International review of civil engineering, 2018, vol. 9, no. 1, pp. 31-39.

6. Yakovlev G.I., Pervushin G.N., Korzhenko A., Buryanov A.F., Pudov I.A., Lushnikova A.A. Modifikaciya cementnyh betonov mnogoslojnymi uglerodnymi nanotrubkami [Modification of cement concretes with multilayer carbon nanotubes] . Stroitel'nye materialy, 2011, no. 2, pp. 47-51.

7. Zhao Y., Ding P., Ba C., Tang A., Song N., Liu Y., Shi L. Preparation of TIO2 coated silicate micro-spheres for enhancing the light diffusion property of polycarbonate composites. Displays, 2014, vol. 35, no. 4, pp. 220-226.

8. Isaeva YU.V., Velichko E.G., Kasumov A.SH. Structure optimization of ultra-light cement mortar with due regard for geometrical and physicaland mechanical characteristics of components. Construction Materials, 8, 84- 87(2015) DOI: 10.31659/0585-430X-2015-728-8-84-88.

9. Yаkovlev G.I., Ginuchickaya YU.N., Kizinievich O., Kizinievich V., Gordina A.F. Influence of dispersions of multilayer carbon nano-tubes on physical-mechanical characteristics and structure of building ceramics. Construction Materials. 2016. no. 8. pp. 20-29.

10. Velichko E.G., SHumilina YU.S. To the problem of forming the high-strength concrete dispersed composition and properties. Vestnik MGSU, 15(2), 235-243(2020). DOI: 10.22227/1997-0935.2020.2.235-243.

11. Soloviev V.I., Tkach E.V., Serova R.F., Tkach S.A., Toimbaeva B.M., Seydinova G.A. Research of cement stone porosity modified by complex organic mineral modifiers. Fundamental research. 2014, no. 8-3, pp. 590-595. In Rus.

12. Khozin V.G., Krasinikova N.M., Morozov I.M., Khokhryakov O.V. Optimization of composition of cement concrete for airfield coverings. News of the KSUAE, 2014, vol. 28, no. 2. pp. 166-172. In Rus.

13. Sun X., Gao Z., Cao P., Zhou C. Mechanical properties tests and multiscale numerical simulations for basalt fiber reinforced concrete. Construction and building materials. – 2019. – N. 202. – P. 58-72.

14. Tkach E.V., Temirkanov R.I. Cement concrete with improved physical and mechanical properties based on the use of activated silica fume. Innovations and investments. 2019 N. 10, 289-292.

15. Filimonova YU.S., Velichko E.G. Study of the complex modification of heavy concrete // Construction and reconstruction. 4 (96), 107-109(2021). DOI: 10.33979/2073-7416-2021-96-4-107-112.

16. Shuldyakov K.V., Kramar L.Ya., Trofimov B.Ya., Mamaev N.A. Influence of the polycarboxylate superplasticizer - microsilica additive on the hydration, structure and properties of cement. Cement and its application, 2013, no. 2, pp. 114-118. In Rus.

17. Attia K., Elrefai A., Alnahhal W., Rihan Y. Flexural behavior of basalt fiber-reinforced concrete slab strips reinforced with BFRP and GFRP bars. Composite structures, 2019, no. 211, pp. 1-12.

18. Afroz M., Patnaikuni I., Venkatesan S. Chemical durability and performance of modified basalt fiber in concrete medium. Construction and building materials, 2017, vol. 154, pp. 191-203.

19. Bakhir V.M., Zadorozhny Yu.G., Leonov B.I., Panicheva S.A., Prilutsky V.I. Elektrohimicheskaya aktivaciya: universal'nyj instrument zelenoj himii [Electrochemical activation: a versatile tool for green chemistry]. Moscow, Marketing Support Services Publ., 2005, 176 p.

20. Petrushanko I. Yu., Lobyshev V.I. Physical and chemical properties of aqueous solutions obtained in a membrane electrolyzer. Biophysics, 2004, vol. 49, no. 1, pp. 22 -31. In Rus.

21. Kozin A.V., Fedyuk R.S., Ilinskiy Yu.Yu., Yarusova S.B., Gordienko P.S. Mohammad Ali Mosaberpanah Effect of wollastonite on the mechanical characteristics of concrete. Construction materials and products. 2020, 3 (5). pp. 34-42.

22. Tkach E.V., Temirkanov R.I. Improving the physico-mechanical properties of modified concrete based on the use of chemically activated micro-silica with micro-reinforcing fiber. Construction and reconstruction. 2020. N. 2 (88). pp. 123-135.


Review

For citations:


Tkach E.V., Shusev G.A., Rakhimova G.M., Rakhimov M.A. Modified heavy concrete for tunnel structures with increased operational properties. Building and Reconstruction. 2024;(4):138-174. (In Russ.) https://doi.org/10.33979/2073-7416-2024-114-4-138-147

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