SOIL-CEMENT UTILIZATION EFFICIENCY IN AGRICULTURAL STRUCTURES CONSTRUCTION
DOI:
https://doi.org/10.33042/2522-1809-2025-3-191-390-395Keywords:
foundation, pile, soil-cement, efficiency, deep soil mixing technologyAbstract
This study presents an analytical comparison of alternative foundation solutions for a frame-type agricultural building, with a specific focus on the efficiency of deep soil mixing technology employing soil–cement piles. The research evaluates three foundation types: reinforced bored concrete piles, bored injection piles, and soil–cement piles produced using in-situ mixing technology. A comprehensive techno-economic comparison was conducted based on the reduced cost coefficient method to determine the most cost-effective solution.
The findings demonstrate that soil–cement piles provide the most economical option among the three examined alternatives. This type of pile foundation showed the lowest value of reduced costs, making it the most financially viable solution for the construction of agricultural structures. Additionally, significant savings in material consumption – particularly concrete and reinforcement steel – were identified, contributing further to the cost-effectiveness of the proposed solution.
The practical benefits of using soil–cement foundations extend beyond direct cost savings. These elements are especially suitable for agricultural applications, including buildings for livestock farming, greenhouses, grain depots, food processing facilities, and auxiliary structures.
One of the major logistical advantages of deep soil mixing technology is its adaptability to remote rural areas, where infrastructure is limited. The use of local soils mixed with cementitious binders directly on-site minimizes the transportation of bulk materials, reducing both environmental impact and logistical expenses. Mobile soil-mixing equipment enables flexible and rapid deployment, enhancing project execution efficiency in field conditions. Furthermore, the technology eliminates the need for extensive material storage or large construction staging areas, making it particularly advantageous for projects located far from urban centers.
The research confirms the technical and economic viability of soil–cement piles constructed via deep soil mixing technology as a rational and sustainable foundation solution for agricultural buildings, particularly in remote or infrastructure-limited settings. The outcomes of this study may serve as a foundation for further research on optimizing the structural performance and cost-efficiency of soil–cement systems in agricultural settings. Moreover, the findings could assist engineers and project planners in selecting sustainable and locally adaptable solutions for rural construction challenges.
References
Zotcenko M., Petrash S., Petrash P., Petrash O. Normative observations of deep‑soil‑mixing technology of soil‑cement piles manufacturing // Industrial Machine Building, Civil Engineering. – 2017. – Т. 3, № 45. – С. 212–217. – Режим доступу: https://journals.nupp.edu.ua/znp/article/view/195
Do H. H., Pham T. A. Investigation of performance of soil‑cement pile in support of foundation systems for high‑rise buildings // Civil Engineering Journal. – 2020. – Vol. 6, No 9. – P. 686–700. – DOI: 10.28991/cej‑2020‑03091686
Su G., Liu H., Dai G., Chen X., Deng Y. Dynamic analysis of a concrete‑cored deep cement mixing pile under horizontal dynamic loads // Buildings. – 2023. – Vol. 13, No 6. – Art. 1378. – DOI: 10.3390/buildings13061378
Zuo J., Wang B., Li W., Han S., Wang J., Zhang F. Quality assessment and quality control of deep soil mixing columns based on a cement‑content controlled method // Scientific Reports. – 2023. – Vol. 13. – Art. 4813. – DOI: 10.1038/s41598‑023‑31931‑Y
Zhang D., Wang A., Ding X. Seismic response of pile groups improved with deep cement mixing columns in liquefiable sand: shaking‑table tests // Canadian Geotechnical Journal. – 2022. – Vol. 59, No 6. – P. 994–1006. – DOI: 10.1139/cgj‑2020‑0505
Zhuang X., Zong Z., Huang Y., Wang C., Lin X. Parametric study on the effect of soil–cement strength on the uplifting behavior of HSCM piles installed in marine soft clay // Applied Sciences. – 2023. – Vol. 13, No 1. – Art. 330. – DOI: 10.3390/app13010330
Chen P., Teng C., Wang H. Experimental and numerical investigations of mixing performance of deep cement mixing ship agitators // Buildings. – 2022. – Vol. 14, No 6. – Art. 1809. – DOI: 10.3390/buildings14061809
Wang Z., Xu W., Xu Q., Wang Y., Zhu Y. Research on temperature field of cement‑mixing pile‑reinforced soft‑soil foundation // Buildings. – 2024. – Vol. 14, No 3. – Art. 845. – DOI: 10.3390/buildings14030845
Xue Z., Zhang W., Zhao X. Utilization of cement deep mixing pile for soft soil foundation: a Malaysian case study //Frontiers in Materials. – 2024. – Vol. 11. – Art. 1484228. – DOI: 10.3389/fmats.2024.1484228
Sedighi M. M., Zadb A., Yazdi M., Jalali M. J. Performance of T‑shaped and conventional cement‑soil deep mixing piles to stabilize soft base of high‑speed trains // International Journal of Geotechnical Engineering. – 2022. – Vol. 16, No 10. – P. 1253–1267. – DOI: 10.1080/19386362.2022.2096324
Zhang Z., Ye G., Cai Y., Zhang Z. Centrifugal and numerical modeling of stiffened deep mixed column‑supported embankment with slab over soft clay // Canadian Geotechnical Journal. – 2019. – Vol. 56. – P. 1418–1432. – DOI: 10.1139/cgj‑2018‑0409
Downloads
Published
Issue
Section
License
The authors who publish in this collection agree with the following terms:
• The authors reserve the right to authorship of their work and give the magazine the right to first publish this work under the terms of license CC BY-NC-ND 4.0 (with the Designation of Authorship - Non-Commercial - Without Derivatives 4.0 International), which allows others to freely distribute the published work with a mandatory reference to the authors of the original work and the first publication of the work in this magazine.
• Authors have the right to make independent extra-exclusive work agreements in the form in which they were published by this magazine (for example, posting work in an electronic repository of an institution or publishing as part of a monograph), provided that the link to the first publication of the work in this journal is maintained. .
• Journal policy allows and encourages the publication of manuscripts on the Internet (for example, in institutions' repositories or on personal websites), both before the publication of this manuscript and during its editorial work, as it contributes to the emergence of productive scientific discussion and positively affects the efficiency and dynamics of the citation of the published work (see The Effect of Open Access).