Complex additive for improving the strength properties of heavy concrete based on industrial waste

Rauan Lukpanov; Duman Dyussembinov; Serik Yenkebaev; Denis Tsygulyov; Murat Karacasu

doi:10.54355/tbus/4.4.2024.0067

Authors

Rauan Lukpanov 1) Solid Research Group, LLP, Tashenova str., 27, Astana, Kazakhstan; 2) L.N. Gumilyov Eurasian National University, Satpayev str., 2, Astana, Kazakhstan https://orcid.org/0000-0003-0085-9934
Duman Dyussembinov 1) Solid Research Group, LLP, Tashenova str., 27, Astana, Kazakhstan; 2) L.N. Gumilyov Eurasian National University, Satpayev str., 2, Astana, Kazakhstan https://orcid.org/0000-0001-6118-5238
Serik Yenkebaev 1) Solid Research Group, LLP, Tashenova str., 27, Astana, Kazakhstan; 2) L.N. Gumilyov Eurasian National University, Satpayev str., 2, Astana, Kazakhstan https://orcid.org/0000-0002-5984-9346
Denis Tsygulyov L.N. Gumilyov Eurasian National University, Satpayev str., 2, Astana, Kazakhstan https://orcid.org/0000-0002-7061-699X
Murat Karacasu Department of Architecture and Civil Engineering, Eskisehir Technical University, Eskisehir, Turkey https://orcid.org/0000-0001-9721-0984

DOI:

https://doi.org/10.54355/tbus/4.4.2024.0067

Keywords:

concrete, production waste, slag, post-alcohol bard, strength, frost resistance, water absorption

Abstract

The article presents the results of using a complex modified additive to improve concrete's physical and mechanical properties. The complex additive includes industrial production wastes: metallurgical slag and alcohol production wastes (post-alcohol bard). To stabilize the hydrogen index the alkali KON is included in the composition of the additive. A set of laboratory studies was carried out to measure the strength, absorption, and frost resistance of test specimens to assess the effect of the additive on the properties of concrete. A comparison of physical and mechanical properties was made for samples of different concentrations of slag. The ratio of slag components to cement was from 5 to 25% by the total mass of the binder, a multiple of 5%. The optimal composition of the mixture, with maximum strength values, corresponds to the percentage of slag 15%, post-alcohol bard 22.5 liters, and alkali 150 grams. In general, the results obtained from data points of the compared parameters showed consistent results with minimal variation in the data. The results obtained are of practical value related to the reduction of the cost of production of structural concrete with an increase in its strength indicators.

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Author Biographies

Rauan Lukpanov, 1) Solid Research Group, LLP, Tashenova str., 27, Astana, Kazakhstan; 2) L.N. Gumilyov Eurasian National University, Satpayev str., 2, Astana, Kazakhstan

PhD, Professor; 1) Scientific Supervisor; 2) Professor

Duman Dyussembinov, 1) Solid Research Group, LLP, Tashenova str., 27, Astana, Kazakhstan; 2) L.N. Gumilyov Eurasian National University, Satpayev str., 2, Astana, Kazakhstan

Candidate of Technical Sciences; 1) Senior Researcher; 2) Associate Professor

Serik Yenkebaev, 1) Solid Research Group, LLP, Tashenova str., 27, Astana, Kazakhstan; 2) L.N. Gumilyov Eurasian National University, Satpayev str., 2, Astana, Kazakhstan

PhD, Associate Professor; 1) Senior Researcher; 2) Associate Professor

Denis Tsygulyov, L.N. Gumilyov Eurasian National University, Satpayev str., 2, Astana, Kazakhstan

Candidate of Technical Sciences, Associate Professor

Murat Karacasu, Department of Architecture and Civil Engineering, Eskisehir Technical University, Eskisehir, Turkey

PhD, Professor

References

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S. A. Alkadi, N. V. Fedorova, and O. E. Osovskyh, “Analysis of reinforced concrete space frame deformation with composite sections elements,” in IOP Conference Series: Materials Science and Engineering, 2018. doi: 10.1088/1757-899X/456/1/012033 DOI: https://doi.org/10.1088/1757-899X/456/1/012033

Complex additive for improving the strength properties of heavy concrete based on industrial waste

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Author Biographies

Rauan Lukpanov, 1) Solid Research Group, LLP, Tashenova str., 27, Astana, Kazakhstan; 2) L.N. Gumilyov Eurasian National University, Satpayev str., 2, Astana, Kazakhstan

Duman Dyussembinov, 1) Solid Research Group, LLP, Tashenova str., 27, Astana, Kazakhstan; 2) L.N. Gumilyov Eurasian National University, Satpayev str., 2, Astana, Kazakhstan

Serik Yenkebaev, 1) Solid Research Group, LLP, Tashenova str., 27, Astana, Kazakhstan; 2) L.N. Gumilyov Eurasian National University, Satpayev str., 2, Astana, Kazakhstan

Denis Tsygulyov, L.N. Gumilyov Eurasian National University, Satpayev str., 2, Astana, Kazakhstan

Murat Karacasu, Department of Architecture and Civil Engineering, Eskisehir Technical University, Eskisehir, Turkey

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