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Efficiency of stabilizing additives in strengthening clay soils with mineral binders

https://doi.org/10.21822/2073-6185-2025-52-3-219-226

Abstract

Objective. Most of the territory of the Russian Federation experiences a shortage of stone mineral materials used for the construction of road base layers. As an alternative, in areas with a shortage of stone materials, it is advisable to use soils reinforced with binders. At the same time, it has been established that the use of mineral binders in their pure form has a number of disadvantages, the main one of which is the low crack resistance of reinforced soils, which is explained by their low deformability. The purpose of the work is to conduct research on the effect of two stabilizing additives «Underbold» and «Geo-R-Bond» on the physical and mechanical properties of loam when it is reinforced with cement.

Method. To conduct a comprehensive analysis of the physical and mechanical properties of reinforced soil using stabilizing additives, cylindrical samples were developed and tested in accordance with the requirements of GOST 70452-2022 «Soils stabilized and strengthened with inorganic binders. General specifications».

Result. A comprehensive study of the strength characteristics of soil concrete samples depending on the dosage of cement and stabilizing additives allowed us to develop optimized formulations that ensure maximum operational reliability of the material. During the experimental studies, it was found that an increase in the cement content in the soil concrete composition leads to a proportional increase in its strength indicators. Analysis of the data obtained showed that maximum strength is achieved with the introduction of 7% cement into loamy soil, which indicates that an optimal balance has been achieved between plasticity and structural integrity of the material.

Conclusion. The use of the considered stabilizers in soil strengthening contributes to an increase in the tensile strength of samples when splitting, which indicates an improvement in crack resistance. In the process of a comprehensive assessment of the effectiveness of soil stabilizers, taking into account the physical and mechanical characteristics of the reinforced material and the optimal ratio of components, the most effective composition was identified. In this context, it should be noted that the optimal proportion of stabilizing agents includes 7% cement in combination with the «Underbold» additive.

About the Authors

E. A. Lukash
V.G. Shukhov Belgorod State Technological University
Russian Federation

Evgeny A. Lukash - Cand.Sci. (Eng.), Assoc. Prof., Department of Automobile roads and Railroads named after A.M. Gridchin.

46 Kostyukova Str., Belgorod 308012



S. A. Gnezdilova
V.G. Shukhov Belgorod State Technological University
Russian Federation

Svetlana A. Gnezdilova - Cand.Sci. (Eng.), Assoc.Prof., Department of Automobile roads and Railroads named after A.M. Gridchin.

46 Kostyukova Str., Belgorod 308012



A. D. Kozhevin
V.G. Shukhov Belgorod State Technological University
Russian Federation

Aleksandr D. Kozhevin - Master’s Student, Department of Automobile roads and Railroads named after A.M. Gridchin.

46 Kostyukova Str., Belgorod 308012



Y. V. Posohov
V.G. Shukhov Belgorod State Technological University
Russian Federation

Yurij V. Posohov - Master’s Student, Department of Automobile roads and Railroads named after A.M. Gridchin.

46 Kostyukova Str., Belgorod 308012



References

1. Vasiliev V.P. Strengthen and stabilize. Highways. 2024; 7 (1112): 40-43. (In Russ)

2. Slobodchikova N.A., Klyuev S.V., Plyuta K.V. Dependence of the soils’ elastic modulus reinforced with inorganic binders on compressive strength. The Russian Automobile and Highway Industry Journal. 2024; 21 (5): 786-800. (In Russ)

3. Lofler M., Slobodchikova N.A. Methods for reinforcing soil compositions with lime for road construction. Izvestiya vuzov. Investitsii. Stroitel'stvo. Nedvizhimost' = Proceedings of Universities. Investment. Construction. Real estate. 2018; 8 (2):141-147. DOI: 10.21285/22272917-2018-2-141-147. (In Russ)

4. Trautvain A.I., Akimov A.E., Yakovlev E.A., Chernogil V.B., Lukashuk A.G. Estimation of application "CHIMSTON" additivites efficiency for soil stabilized by cement. Bulletin of BSTU named after V.G. Shukhov. 2017;12: 6-13. DOI: 10.12737/article_5a27cb7c733e24.73795944. (In Russ)

5. Simchuk E.N., Zhdanov K.A., Zarifov R.R. Study of the efficiency of hydraulic road binders in soil stabilization for road structures. Roads and Bridges. 2023; 2 (50): 309-322. (In Russ)

6. Zvyagintsev A.V., Lunev A.A., Katsarskiy R.S., Shevchenko D.A. Strength of lime-strengthened ashandslag materials study. The Russian Automobile and Highway Industry Journal. 2021;18(3):330-341. (In Russ)

7. Podol'skii Vl.P., Matvienko F.V., Strokin A.S., Borisov A.E. Study of the effect of the «DORСEM DS-1» modifier on the properties of cement and physical and mechanical characteristics of cement foundations. Scientific journal of construction and architecture. 2017; 1 (45): 84-92. (In Russ)

8. Medzhidov R.A., Magomedov R.YA., Muradaliev Z.Z. Soil cementation in road construction. Natural and technical Sciences. 2024; 3 (190): 133-135. (In Russ)

9. Vitushchenko V.A., Krykova L.L., Tsaturov B.M., Ovchinnikov I.I. Soil reinforcement with the use of cements with anti-frost additives. Technical regulation in transport construction. 2024;1(59):71-75. (In Russ)

10. Myasnikova S.A., Velsovsky A.YU., Shorin V.A. Evaluation of the efficiency of the use of ion stabilizer for strengthening and providing frost resistance of clay soils for road construction. Roads and bridges. 2022; 2 (48):241-253. (In Russ)

11. Vikulin I.A., Skrypnikov A.V., Pilnik YU.N., Popov S.E. Frost resistance of reinforced soil of logging roads. Woodworking industry. 2024; 3: 24-30. (In Russ)

12. Matvienko F.V., Panevin N.I., Kanishchev A.N., Shapauskas V.C. Investigation of the effect of the MADOR modifier on the indicators of frost resistance and water resistance cement-reinforced dispersed materials for road construction. Scientific journal of construction and architecture. 2023;3(71):92-100. (In Russ)

13. Yadykina V.V., Lukash Е.А., Kondrashov D.S. The Influence of Stabilizing Additives on the Properties of the Ground Strengthened by Cement. Bulletin of BSTU named after V.G. Shukhov. 2017; 11: 6-10. (In Russ)

14. Chudinov S.A. Increase productivity soil reinforcement of portland cement with a stabilizing additive. Modern problems of science and education. 2014;5:163. (In Russ)

15. Abu-Khasan M., Soloviova V.Ya., Sakharova A.S. Methods for Stabilizing and Strengthening Yoldian Clays and Weak Clay Soils When Creating a Subgrade in the Far North Regions. Proceedings of Petersburg Transport University. 2022; 19 (3): 444–454. DOI: 10.20295/1815-588X2022-3-444-454. (In Russ)

16. Pankov P.P., Konovalova N.A., Dabizha O.N. The use of stabilizing additives in compositions of cementogronts modified by waste of heat-power engineering. Modern high-tech technologies. 2017;11:52-57.

17. Konovalova N.A., Dabizha O.N., Pankov P.P. Structural formation of cementogronts in the presence of stabilizing additive cryogelite. News of higher educational institutions. Construction. 2017;8 (704):63-73.

18. Merentsova G.S., Medvedev N.V., Dobrynina A.A. Stabilization of soils of the working layer of the roadbed using the polymer-mineral additive "NICOFLOK". Polzunovsky almanac. 2022; 1: 133-135. (In Russ)

19. Sergeeva A.M., Polyakova T.A. Improving the performance of dirt road surfaces by using additives (stabilizers).Economy: yesterday, today, tomorrow. 2021; 11 (2А): 179-185. DOI: 10.34670/AR.2021.28.89.022.

20. Dmitrieva T.V., Bezrodnykh A.A., Belyaev A.V., Kutsyna N.P. Experience of soil stabilization in road construction. Resource and energy efficient technologies in the construction complex of the region. 2019; 11:164-168. (In Russ)


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For citations:


Lukash E.A., Gnezdilova S.A., Kozhevin A.D., Posohov Y.V. Efficiency of stabilizing additives in strengthening clay soils with mineral binders. Herald of Dagestan State Technical University. Technical Sciences. 2025;52(3):219-226. (In Russ.) https://doi.org/10.21822/2073-6185-2025-52-3-219-226

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ISSN 2073-6185 (Print)
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