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Design and construction of roads in difficult soil conditions: practical recommendations

https://doi.org/10.22227/2305-5502.2025.1.14

Abstract

Introduction. Designing and constructing highways in difficult soil conditions is a significant engineering objective that requires a comprehensive approach. Traditional design and construction methods may not be effective in unstable or heterogeneous soils, such as subsidence soils. This article discusses key aspects of highway design in complex soil conditions, including geotechnical analysis methods, material selection and application, and soil reinforcement techniques.

Materials and methods. Plate load tests and static pile tests of soils have provided a detailed assessment of soils’ mechanical characteristics and bearing capacity in the project area. These tests provide accurate data on the resistance coefficient and deformation properties, facilitating the adjustment of design solutions and selecting optimal strengthening and stabilization methods.

Results. The test results showed that the soil-bearing capacity of the pile is sufficient to support the maximum indentation design load. The authors also discuss a modern stabilization method, such as the use of geosynthetics, which was applied in the study and improves the bearing capacity and durability of the roadway.

Conclusions. An analysis of successful case studies of projects in difficult soil conditions highlights effective strategies and methods that can be adapted for different geological conditions. The results of the study emphasize the importance of a multidisciplinary approach and the application of modern technologies to ensure the stability and reliability of roadways in difficult soil conditions.

About the Authors

A. S. Tulebekova
L.N. Gumilyov Eurasian National University
Kazakhstan

Assel S. Tulebekova — PhD, Professor of the Department of “Civil Engineering”

2 Satpayeva st., Astana, 010008



A. Zh. Zhussupbekov
L.N. Gumilyov Eurasian National University; Moscow State University of Civil Engineering (National Research University) (MGSU)
Kazakhstan

Askar Zh. Zhussupbekov — Doctor of Technical Sciences, Professor of the Department of “Civil Engineering”

2 Satpayeva st., Astana, 010008, Kazakhstan;
26 Yaroslavskoe shosse, Moscow, 129337, Russian Federation



A. K. Zhankina
L.N. Gumilyov Eurasian National University
Kazakhstan

Aizhan K. Zhankina — PhD

2 Satpayeva st., Astana, 010008



D. G. Bakirova
L.N. Gumilyov Eurasian National University
Kazakhstan

Dana G. Bakirova — master, senior lecturer of the Department of the Department of “Civil Engineering”

2 Satpayeva st., Astana, 010008



A. Ilyubaeva
L.N. Gumilyov Eurasian National University
Kazakhstan

Amina Ilyubaeva — master

2 Satpayeva st., Astana, 010008



References

1. Bayramukov S.Kh. Mutual influence of prestress losses and ways for their accounting. Concrete and Reinforced Concrete. 2001; 2:13-15. (rus.).

2. Zhussupbekov A., Zhankina, A., Tulebekova A., Yessentayev A., Zhumadilov I. Features of the bearing capacity estimation of the collapsing soil bases. International Journal of Geomate. 2022; 92(22):32-40. DOI: 10.21660/2022.92.1656

3. Pshembayev M., Kiyalbay S., Yessentay D., Tleulenova G. Regulation of the water-heat regime of the subgrade of cement-concrete road. International Journal of Geomate. 2023; 111(25):145-152. DOI: 10.21660/2023.111.4035

4. Zhu Y., Chen Z. A new method of studying collapsibility of loess. Frontiers of Architecture and Civil Engineering in China. 2009; 3(3):305-311.

5. Lei B., Kong L., Guo Y., Sun B., Li X., Wu K. et al. Optimizing decarbonation and sustainability of concrete pavement : а case study. Case Studies in Construction Materials. 2024; 21:e03574. DOI: 10.1016/j.cscm.2024.e03574

6. Zhussupbekov A., Tulebekova A., Zhumadilov I., Zhankina A. Tests of Soils on Triaxial Device. Key Engineering Materials. 2020; 857:228-233. DOI: 10.4028/www.scientific.net/KEM.857.228

7. Utepov Y.B., Aldungarova A.K., Mkilima T., Pidal I.M., Tulebekova A.S., Zharassov S.Z. et al. Dynamics of Embankment Slope Stability under Combination of Operating Water Levels and Drawdown Conditions. Infrastructures. 2022; 5(7):65. DOI: 10.3390/infrastructures7050065

8. Houston S.L., Houston W.N., Lawrence C.A. Collapsible soil engineering in highway infrastructure development. Journal of Transportation Engineering. 2002; 128(3):295-300. DOI: 10.1061/(ASCE)0733-947X(2002)128:3(295)

9. Lv Q., Wang S., Wang D., Wu Z. Water stability mechanism of silicification grouted loess. Bulletin of Engineering Geology and the Environment. 2014; 73(4):1025-1035. DOI: 10.1007/s10064-014-0646-0

10. Niu L., Ren W., Zhang A., Wang Y., Liang Z., Han J. Experimental study on the influence of soluble salt content on unsaturated mechanical characteristics of undisturbed Ili loess. Bulletin of Engineering Geology and the Environment. 2021; 9(80):6689-6704.

11. Hameedi M.K. Field study on soft soil improvement using continuous flight auger (CFA) piles. International Journal of Geomate. 2021; 21(86). DOI: 10.21660/2021.86.j2329

12. Tamara A., Nina L. Methods to Increase Effectiveness of Injective Chemical Stabilisation of Loess Soils. Engineering Geology for Society and Territory. 2015; 5:1289-1292. DOI: 10.1007/978-3-319-09048-1_246

13. Jian T., Kong L., Bai W. Investigation on Compressibility and Microstructure Evolution of Intact Loess at Different Wetting States. Frontiers in Earth Science. 2022; 10:923358.

14. White J.L. Characteristics and Susceptibility of Collapsible Soils in Colorado: Results of a Statewide Study. GEO-Volution. 2006; 86-98.

15. Dong L. Numerical model for the settlement of loess subgrade in operation period reinforced by rotary jet grouting pile. Vibroengineering Procedia. 2022; 48-53. DOI: 10.21595/vp.2022.22400

16. Chindaprasirt P., Sriyoratch A., Arngbunta A. Estimation of modulus of elasticity of compacted loess soil and lateritic-loess soil from laboratory plate bearing test. Case Studies in Construction Materials. 2022; 16:e00837

17. Tulebekova A., Zhussupbekov A., Zhankina A., Aldungarova A., Mamyrbekova G. Practical experience in the construction of roads in difficult soil conditions. Journal of Water and Land Development. 2024; 60:138-148. DOI: 10.24425/jwld.2024.149115

18. Pershakov V., Bieliatynskyi A., Akmaldinova O. Geosynthetic reinforced interlayers application in road construction. Advances in Intelligent Systems and Computing. 2021; 94-103.

19. Working Project “Road Construction”. KGS, LTD (a) Technical report. Astana, KGS, LTD, 2020.

20. SP RK 3.03-101–2013. Automobile roads. Astana, KazNIISA JSC, 2015; 74.

21. Yessentay D.E., Kiyalbaev A.K., Kiyalbay S.N., Borisyuk N.V. Reliability criterion and a model for determining the optimal speed of movement on automobile roads in winter sliding conditions. News of National Academy of Sciences of the Republic of Kazakhstan. 2020; 444(6):119-125. DOI: 10.32014/2020.2518-170X.138

22. GOST 20276.1–2020. Soils. Stamp test method. Moscow, Standartinform, 2020; 22. (rus.).

23. Tulebekova A., Zhussupbekov A., Zhuma-dilov I., Nurakov S., Kudaibergen A. Geotechnical issues of testing piles on construction site of Astana. Proceedings of the 16th Asian Regional Conference on Soil Mechanics and Geotechnical Engineering. 2020.

24. GOST 5686–2012. Soils. Methods of field testing with piles. Moscow, Standartinform, 2012. (rus.).


Review

For citations:


Tulebekova A.S., Zhussupbekov A.Zh., Zhankina A.K., Bakirova D.G., Ilyubaeva A. Design and construction of roads in difficult soil conditions: practical recommendations. Construction: Science and Education. 2025;15(1):131-140. (In Russ.) https://doi.org/10.22227/2305-5502.2025.1.14

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