High penetrating mixtures for road bases

Authors

DOI:

https://doi.org/10.24866/2227-6858/2024-1/96-112

Keywords:

material, road, coating, base, mixture

Abstract

The state of the Russia road network requires a significant number of construction and repair measures, including those aimed at increasing the durability of road bases. A wide range of high penetrating mixtures (HPM) has been developed from composite binders (CB), crushed to Ssp = 500 m2/kg, obtained on the basis of CEM I 42.5 N of Belgorod Cement, partially replaced by technogenic resources with the addition of the superplasticizer Poliplast PFK-NLM. The viscosity characteristics of the developed mixtures indicate their high penetrating ability, because the flow time of the studied materials through the Marsh viscometer at V/B = 0.62 and a water flow rate of 140 l/m3 is 33-39 seconds. The onset of setting is at least 75 minutes, which allows for effective fastening of road pavement bases. The composite binder contributes to a significant increase in the early compressive strength of HPM (up to 56% compared to the control composition) and flexural strength (up to 75%). The ratio of tensile strength in bending and compression one of the developed compositions (on the second day is 0.13, on the seventh one is 0.11, and at grade age is 0.12) often exceeds the similar characteristic of the control composition, despite the replacement of Portland cement by more than 50 wt. % of waste from wet magnetic separation (WMS) of ferruginous quartzites, technogenic fibrous materials (TFM) and superplasticizer (SP), which indicates the development of crack resistance of the material. It was established that the deformation characteristics of the mixture hardened with CB-50SP + 1% TFM increased by 112% compared to the mixture with CEM I 42.5 N cement. Studies of the deformative properties of mixtures allow to conclude that, based on the developed HPM and crushed stone from metamorphic shales, it is possible to obtain concrete for road foundations that comply with the regulatory documentation for this type of construction. Testing of samples of reinforced crushed stone foundations for the entire range of physical and mechanical properties and operational characteristics showed that the developed HPM compositions make it possible to obtain class B5 – B10 concrete when strengthening crushed stone foundations, and they can be used in the construction of foundations of category II highways

Author Biographies

  • Sergey V. Klyuyev, Belgorod State Technological University named after V.G. Shoukhov, Belgorod

    доктор технических наук, доцент, заведующий Научно-исследовательской лаборатории ресурсо-энергосберегающих технологий, оборудования и комплексов Белгородского государственного технологического университета им. В.Г. Шухова (Белгород, Россия)

  • Svetlana V. Zolotareva, Belgorod State Technological University named after V.G. Shoukhov, Belgorod

    Graduate Student of the Belgorod State Technological University named after V.G. Shoukhov (Belgorod, Russia)

  • Narman А. Аyubov, Kh. Ibragimov Complex Institute of the Russian Academy of Sciences, Grozny

    Candidate of Engineering Sciences, Associate Professor, Researcher at Kh. Ibragimov Complex Institute of the Russian Academy of Sciences (Grozny, Russia)

  • Roman S. Fediuk, Far Eastern Federal University, Vladivostok

    Doctor of Engineering Sciences, Associate Professor, Professor of the Military Training Center at the Far Eastern Federal University (Vladivostok, Russia)

  • Yury L. Liseytsev, Sholom-Aleichem Priamursky State University, Birobidzhan

    Applicant of the Sholom-Aleichem Priamursky State University (Birobidzhan, Russia)

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Published

2024-03-29

Issue

No. 1(58) (2024)

Section

Building Materials and Products

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Copyright (c) 2024 Far Eastern Federal University: School of Engineering Bulletin

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1.
High penetrating mixtures for road bases. Вестник Инженерной школы ДВФУ [Internet]. 2024 Mar. 29 [cited 2024 Nov. 24];1(1(58):96-112. Available from: https://journals.dvfu.ru/vis/article/view/1084