Performance Assessment of Fly Ash and Cement in Stabilizing Low Strength Soil

Authors

  • MD ASMAUL ISLAM Department of Geological Sciences, Jahangirnagar University, Savar, Dhaka, Bangladesh Author
  • Hossain Md. Sayem Department of Geological Sciences, Jahangirnagar University, Savar, Dhaka, Bangladesh Author
  • Nousat Ara Maghla Department of Geological Sciences, Jahangirnagar University, Savar, Dhaka, Bangladesh Author

DOI:

https://doi.org/10.64862/

Keywords:

Stabilization, Additives, Soil modification, Direct shear test

Abstract

The increasing rate of infrastructure development highlights the importance of geotechnical engineering in achieving sustainable and resilient construction. In many regions, particularly in Bangladesh, weak or expansive soils pose significant challenges, leading to structural failures in roads, pavements, embankments, and other critical facilities. This study investigates the potential of fly ash (F.A.) and cement as stabilizing agents to improve the engineering properties of low-strength clayey-silt soils. Laboratory tests were conducted on soil samples mixed with varying proportions of F.A. (5%, 10%, 15%, and 20%) and the same F.A. contents combined with 2% cement. The test results revealed that specific gravity decreased with increasing F.A. content due to its low unit weight but increased slightly compared to corresponding F.A.-only mixtures when cement was added, owing to cement’s higher density. The liquid limit, plasticity index, and linear shrinkage decreased progressively with F.A. addition and were further reduced by cement incorporation, while the plastic limit increased, indicating improved workability and a change in soil type from clayey to silty. Direct shear tests showed that cohesion increased with F.A. content up to 15% before declining, whereas the friction angle increased steadily. The highest cohesion (36.36 kPa) was achieved with 15% F.A. + 2% cement, and the maximum friction angle (34.49°) occurred at 20% F.A. + 2% cement. Reactive oxides were found in fly ash and cement, according to XRF analysis, which supported the pozzolanic reactions. These results demonstrate that the combined use of F.A. and cement significantly enhances shear strength and reduces shrinkage, offering a cost-effective and environmentally sustainable solution for stabilizing weak soils. The findings align with the Sustainable Development Goals by promoting resilient infrastructure and safer construction practices in challenging geotechnical environments.

References

ASTM Standards. (1974). Annual Book of ASTM Standards (Vol. 19, pp. 1–643).

British Standard 5930. (1981). Code of practice for site investigations. British Standards Institution, London.

Chen, F. H. (1988). Foundations on expansive soils (2nd ed.). Elsevier Scientific Publishing Co., Amsterdam, The Netherlands.

Dahale, P. P., Nagarnaik, P. B., and Gajbhiye, A. R. (2016). Effect of fly ash and lime on stabilization of expansive soil. Journal on Civil Engineering, 6 (2), 8–12. https://doi.org/10.26634/jce.6.2.5937

Ikeagwuani, C. C., and Nwonu, D. C. (2021). Variable returns to scale DEA-Taguchi approach for ternary additives optimization in expansive soil subgrade enhancement. International Journal of Geo-Engineering, 12, 20. https://doi.org/10.1186/s40703-021-00149-0

Okagbue, C. O., and Yakubu, J. A. (2000). Limestone ash waste as a substitute for lime in soil improvement for engineering constructions. Bulletin of Engineering Geology and Environment, 58 (2), 107–113. https://doi.org/10.1007/s100640050004

Ola, S. A. (1977). The potentials of lime stabilization of lateritic soils. Engineering Geology Bulletin, 11, 305–317. https://doi:10.1016/0013-7952(77)90036-9

Prakash, K., and Sridharan, A. (2009). Beneficial properties of coal ashes and effective solid waste management. Practice Periodical of Hazardous, Toxic, and Radioactive Waste Management, 13, 239–248. https://doi.org/10.1061/(ASCE)HZ.1944-8376.0000014

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Published

2025-11-27

How to Cite

Performance Assessment of Fly Ash and Cement in Stabilizing Low Strength Soil. (2025). Asian Journal of Engineering Geology, 2(Sp Issue), 81-82. https://doi.org/10.64862/

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