Preview

The Russian Automobile and Highway Industry Journal

Advanced search

Study of clay soil properties when using the method of concentrated lime exposure

https://doi.org/10.26518/2071-7296-2021-18-6-800-810

Abstract

Introduction. In the Siberian Federal Area, the abundance of clay soils sources with above-optimal moisture content significantly complicates the technology of operations, reduces the speed of work, and makes some reserves unusable. To solve these problems, the use of quicklime in preparation for quarrying of clay soils with above-optimal moisture content was considered.
The experimental studies have been carried out on the dynamics of soil drainage (lightweight dust loam) from drilling a well filled with lightweight lime (concentrated lime method). During this study, three experiments were carried out on soil masses with different initial humidity, two of which were carried out under the influence of lime and one (control) without the effect thereof.
In addition, the change in optimum humidity and maximum density of dry soil during lime injection into loamy soil (dosage from 2% to 6% by mass) was evaluated. On the basis of the results obtained and the analysis of literature sources rational distances between slots (wells) are justified when using concentrated lime action technology to drain soils with increased humidity in quarries.
Negotiations and conclusions. On the basis of the results obtained in the course of the study, it can be concluded that drying the soil with lime by the proposed concentrated method has a positive effect on the physical and mechanical characteristics of the soil.

About the Authors

E. N. Alkaev
Siberian State Automobile and Highway University (SibADI)
Russian Federation

Evgeniy N. Alkaev – post-graduate student, the Road Design Department

Omsk



A. A. Lunev
Siberian State Automobile and Highway University (SibADI)
Russian Federation

Alexander A. Lunev – Cand. Of Sci., Associate Professor of the Road Design Department

Omsk



V. V. Golubenko
Siberian State Automobile and Highway University (SibADI)
Russian Federation

Vladimir V. Golubenko – Cand. Of Sci., Associate Professor of the Road Design Department 

Omsk



References

1. B. R. Phanikumar, K. Amrutha, “Effect of overburden pressure and degree of saturation on compressibility characteristics,” International Journal of Geomechanics and Geoengineering, 2013. 9(1): 52-62.

2. I. L. Sabri, “Study on the impact of moisture content on subgrade strength,” in Proc. 5th International Symposium, Sri Lanka, 2015: 71-76

3. Effect of Soaking Period of Clay on its California Bearing Ratio Value Proceedings of the 4th World Congress on Civil, Structural, and Environmental Engineering (CSEE’19) Rome, Italy 2019 Paper ICGRE 162 DOI: 10.11159 / icgre19.162)

4. F. L. D. Wooltorton, Moisture Content and the CBR Method of Design, pp. 268-297.

5. Sina Kazemian, Bujang B.K. Huat. Assessment of Stabilization Methods for Soft Soils by Admixtures / International Conference on Science and Social Research. 2010: 123 - 126. F. Z. Nguyen. Issledovanie zavisimosti prochnostnyh svojstv grunta ot ego fizicheskogo sostojanija [Investigation of the dependence of the strength properties of the soil on its physical condition] / Magazine of Civil Engineering 2012. 9:23-28. (in Russian)

6. A.R. Estabragh, M. Naseh, A.A. Javad. Improvement of clay soil by electro-osmosis technique / Electrochimica Acta 2015. 95: 32–36.

7. S. JAYASEKERA. Electrokinetics to Modify Strength Characteristics of Soft Clayey Soils: A Laboratory Based Investigation / Applied Clay Science 2014.

8. Chang-Yu Ou, Shao-Chi Chien, Yi-Guang Wang. On the enhancement of electroosmotic soil improvement by the injection of saline solutions / Applied Clay Science - 2009. 44: 130-136.

9. W.S. Abdullah, A.M. Al-Abadi. Cationic – electrokinetic improvement of an expansive soil / Applied Clay Science 2010.47: 343–350.

10. Amir Hossein Vakili, Mohammad Kaedi, Mehdi Mokhberi, Mohamad Razip bin Selamat, Mahdi Salim. Treatment of highly dispersive clay by lignosulfonate addition and electroosmosis application / Applied Clay Science 2018. 152: 1–8.

11. Little, D. N., Handbook for Stabilization of Pavement Subgrades and Base Courses with Lime, Kendall / Hunt Publishing Company, Dubuque, Iowa, 1995.

12. Lawrence W., Timothy Shevlin, Stave Tutokey, Joel Beeghly, The Effects of Various Lime Products for Soil Drying / Technical Report Carmeuse Lime Company 2007: 1-10.

13. Slobodchikova N. A. Nauchnye osnovy podbora sostava gruntov, ukreplennyh izvest’ju [Scientific foundations for the selection of the composition of soils fortified with lime] / Bulletin of Science and Education of the North-West of Russia 2017. 4: 1-7.

14. Samedov A.M. Ukreplenie pereuvlazhnennyh glinistyh gruntov molotoj negashjonoj izvest’ju ili zhzhenoj magneziej [Strengthening waterlogged clayey soils with ground quicklime or burnt magnesia] // Bulletin of TulSU. Geosciences. 2012. 2: 162-170.

15. Emmanuel Sunday Ajayi. Improv Effect of Lime Variation on the Moisture Content and Dry Density of Lateritic Soil in Ilorin, Nigeria / Int. J. Forest, Soil and Erosion 2012 2 (4): 159-162.

16. S. T. Noor, R. Uddin. Effect of Lime Stabilization on the Alteration of Engineering Properties of Cohesive Soil / Springer Nature Singapore Pte Ltd 2019: 1257–1267.

17. H. Ranaivomanana, A. Razakamanantsoa, O. Amiri. Permeability Prediction of Soils Including Degree of Compaction and Microstructure / International Journal of Geomechanics – 2017: 17.

18. M. C. Wang, C. C. Huang. Soil Compaction and Permeability Prediction Models 1984: 1063–1083.

19. A. K. Singh, Ramvir Singh, Divyanshi Chaudhary. Heat conduction and moisture migration in unsaturated soils under temperature gradients / Pramana. 1989: 587-594.

20. Jan, Mohammad Ashraf, Walker, Richard D. EFFECT OF LIME, MOISTURE AND COMPACTION ON A CLAY SOIL / National Academy of Sciences 1963: 1-12.

21. A. Okeiyi, A.A. Amadi. Use of quick and hydrated lime in stabilization of lateritic soil: comparative analysis of laboratory data. / International Journal of Geo-Engineering. 2017. 8(3):1-13.


Review

For citations:


Alkaev E.N., Lunev A.A., Golubenko V.V. Study of clay soil properties when using the method of concentrated lime exposure. The Russian Automobile and Highway Industry Journal. 2021;18(6):800-810. (In Russ.) https://doi.org/10.26518/2071-7296-2021-18-6-800-810

Views: 458


Creative Commons License
This work is licensed under a Creative Commons Attribution 4.0 License.


ISSN 2071-7296 (Print)
ISSN 2658-5626 (Online)