Simulation modeling of deformative indicators of departmental highways reinforced with a slag-silicate binder

Igor' Vikulin; Vera V. Zinov'eva; Oksana S. Nikul'cheva; Aleksey Skrypnikov; A. S. Sergeev

doi:10.12737/2219-0767-2024-17-2-24-31

UDC 004.9

SIMULATION MODELING OF DEFORMATIVE INDICATORS OF DEPARTMENTAL HIGHWAYS REINFORCED WITH A SLAG-SILICATE BINDER Simulation modeling of deformative indicators of departmental highways reinforced with a slag-silicate binder

АА Аа

Published in Modeling of systems and processes · Volume 17, Issue 2 · Pages 24–31 · Rubric: Tehnicheskie nauki

DOI: https://doi.org/10.12737/2219-0767-2024-17-2-24-31

Received: 20.06.2024 Accepted: 28.06.2024 Published: 28.06.2024

Authors

Igor' Vikulin

Vera V. Zinov'eva

Oksana S. Nikul'cheva

Aleksey Skrypnikov

et al.

A. S. Sergeev

Igor' Vikulin

Zhukovsky Air Force Academy Russian Federation · Voronezh

Voronezh State University of Engineering Technologies Voronezh

Vera V. Zinov'eva

Voronezh State University of Engineering Technologies Voronezh

Oksana S. Nikul'cheva

Voronezh State University of Engineering Technologies Voronezh

Aleksey Skrypnikov

Academic degree: doctor of technical sciences

Science rang: professor

FGBOU VO «Voronezhskiy gosudarstvennyy universitet inzhenernyh tehnologiy" zaveduyuschiy kafedroy · Kafedra "Informacionnaya bezopasnost'" · Russian Federation

A. S. Sergeev

Voronezh State University of Engineering Technologies Voronezh

ABSTRACT

The article considers one of the ways to increase the strength of structural layers of departmental highways reinforced with a slag-licate binder. Based on the studied works devoted to this topic, it is concluded that the search for new materials used as binders is relevant, the solution of which will increase the volume of construction of departmental logging roads. The utilization of slags will increase the economic feasibility of building a public road for the enterprise, which will increase the profitability of the main production. Using correlative experimental data, a direct close correlation was established between the physical and chemical parameters of soils reinforced with a slag-silicate binder: compressive strength and tensile strength during bending; modulus of elasticity and modulus of deformation. Thus, when strengthening soils with a slag silicate binder, it is possible to obtain a material with a fairly wide range of strength and deformative parameters. It has been established that for soils reinforced with a slag-licate binder, it is necessary to establish an upper limit of compressive strength. Recommended strength parameters of slag silicate samples have been determined. As a result of the study, it was concluded that when strengthening soils with binders, it is necessary to take into account the composition and properties of soils, their ability to chemical and physico-chemical interaction with binders, as well as the composition and properties of binders introduced into soils and those processes of chemical and physico-chemical order that they flow between the soil and the binder, as well as in the binders themselves.

KEYWORDS

Departmental roads, roadway quality, soil strength, cinder block binder, slag disposal

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Editor-in-Chief, editorial board chair

GOST

Vikulin I. A., Zinov'eva V. V., Nikul'cheva O. S., Skrypnikov A. V., Sergeev A. S. Simulation modeling of deformative indicators of departmental highways reinforced with a slag-silicate binder // Modeling of systems and processes. 2024. no. 2. pp. 24-31. DOI: https://doi.org/10.12737/2219-0767-2024-17-2-24-31. (Date of access 06.11.2026).

MLA

Igor' Vikulin, Zinov'eva V. V., Nikul'cheva O. S., Skrypnikov A. V., Sergeev A. S.. "Simulation modeling of deformative indicators of departmental highways reinforced with a slag-silicate binder." Modeling of systems and processes 17.2 (2024): 24-31. DOI: https://doi.org/10.12737/2219-0767-2024-17-2-24-31.

APA

Vikulin I. A., Zinov'eva V. V., Nikul'cheva O. S., Skrypnikov A. V., Sergeev A. S. (2024). Simulation modeling of deformative indicators of departmental highways reinforced with a slag-silicate binder. Modeling of systems and processes, 17(2), 24-31. https://doi.org/10.12737/2219-0767-2024-17-2-24-31

Chicago

Igor' Vikulin, Zinov'eva V. V., Nikul'cheva O. S., Skrypnikov A. V., Sergeev A. S.. "Simulation modeling of deformative indicators of departmental highways reinforced with a slag-silicate binder." Modeling of systems and processes 17, no. 2 (2024): 24-31. https://doi.org/10.12737/2219-0767-2024-17-2-24-31.

WIKI

{{cite journal | author = Vikulin I. A., Zinov'eva V. V., Nikul'cheva O. S., Skrypnikov A. V., Sergeev A. S. | title = Simulation modeling of deformative indicators of departmental highways reinforced with a slag-silicate binder | journal = Modeling of systems and processes | year = 2024 | volume = 17 | issue = 2 | pages = 24-31 | doi = 10.12737/2219-0767-2024-17-2-24-31 }}

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SIMULATION MODELING OF DEFORMATIVE INDICATORS OF DEPARTMENTAL HIGHWAYS REINFORCED WITH A SLAG-SILICATE BINDER Simulation modeling of deformative indicators of departmental highways reinforced with a slag-silicate binder

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