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Paper ID:IJSREM66792

Experimental Study on the compaction behavior of Clayey Soil Stabilized with Fly Ash, GGBS and Eggshell Powder

Stream/Area:

-

Subject:

-

Paper ID:

IJSREM66792

Volume:

10 |

8 |

Aug 2026

Pages:

1-7

Publication Frequency:

Monthly (12 issues per year)

DOI
Digital Object Identifier
10.55041/IJSREM66792

License:International Journal of Scientific Research in Engineering and Management follows the Creative Commons Attribution 4.0 (CC BY 4.0) License, allowing free use and distribution with proper attribution.

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Authors

Shankar Kumar

Shankar Kumar

Department of Civil Engineering

BIT Sindri, dhanbad

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Iqbal Sheikh

Iqbal Sheikh

Department of Civil Engineering

BIT Sindri, dhanbad

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Abstract

Soil Stabilization is an important technique used in ground improvement in civil engineering to improve the strength and durability of weak soil. This study investigate the compaction characteristic of clayey soil stabilized with industrial waste such as Fly Ash(FA) & GGBS(Ground Granulated Blast Furnace Slag) and agricultural waste such as Eggshell powder(ESP). The main objective was to determine an optimum combination of these stabilizing material based on maximum dry density (MDD) and Optimum Moisture Content (OMC). SPT Test (standard proctor test) were performed on natural soil and soil treated with different proportion of FA, GGBS & ESP. Based on the experimental results, the mix combination 20%FA + 15%GGBS + 6%ESP was considered the optimum mix among the investigated combination. At this proportion MDD increases from 1.607 gm/cc to 1.76 gm/cc representing an improvement of 9.52% while the OMC changes from 15.80% to 18%. The improvement in dry density indicates better packing of soil particles, void filling and improve compaction behaviour after treatment. The finding indicates that GGBS, FA and ESP can be effectively used as eco-friendly cost effective and sustainable approach to soil stabilization.

KEYWORDS

Clayey Soil Fly ash GGBS Eggshell Powder standard proctor test

Cite This Article

Shankar Kumar, Iqbal Sheikh, "Experimental Study on the compaction behavior of Clayey Soil Stabilized with Fly Ash, GGBS and Eggshell Powder," International Journal of Scientific Research in Engineering and Management, vol. 10, no. 8, pp. 1-7, Aug 2026. https://doi.org/10.55041/IJSREM66792

Full Article/Conclusion

The present study was carried out to investigate the compaction behaviour of clayey soil through standard proctor test. The compaction characteristics of the soil were evaluated using the standard proctor test. The result showed an improvement in the MDD from 1.607 gm/cc to 1.76gm/cc at 41% mixing material comprising (20%FA+15%GGBS+6%ESP) while the OMC change from 15.80% to 18%. The increase in dry density indicates better packing of soil particles and improves compaction behaviour after treatment                      The experimental result indicate that the optimum mix proportion is 41% comprising 59% clayey soil, 20% fly ash, 15% GGBS & 6% ESP. This combination provides the maximum improvement in strength parameter. Hence, the utilisation of industrial & agricultural waste material such as- Fly ash, GGBS & Eggshell powder promotes an eco-friendly, cost-effective and sustainable approach to soil stabilization..

References

1.      Hasheminezhad, A., Yang, B., Alsheyab, M. A., Yin, Z., Ceylan, H., & Kim, S. (2026). State-of-the-art review on mechanisms and microstructural insights of eggshell powder for clay soil stabilization. Next Materials, 11, 101658. https://doi.org/10.1016/j.nxmate.2026.101658   2.      Yang, B., Alsheyab, M. A., Yin, Z., et al. (2026). Enhancing clay properties with eggshell powder: A sustainable alternative for soil stabilization. Next Materials, 12, 102474. https://doi.org/10.1016/j.nxmate.2026.102474   3.      Liu, X., Chen, Z., Wang, H., & co-authors. (2026). Flowable clay stabilization using solid waste-based cementitious materials: Performance, mechanisms, and low-carbon features. Journal of Environmental Chemical Engineering, 14. https://doi.org/10.1016/j.jece.2026.121422   4.      Zhang, Y., Liu, H., Wang, X., & co-authors. (2024). Reinforcement of soft clay using industrial residue-based soil stabilizer and recycled fine aggregate: A comprehensive investigation. Construction and Building Materials, 429, 136958. https://doi.org/10.1016/j.conbuildmat.2024.136958   5.       Elghobashi, A., Elshafie, M., & Abdelsalam, M. (2023). Stabilizing cohesive soils with micro- and nano-fly ash as eco-friendly materials: An experimental study. Construction and Building Materials, 381, 132490. https://doi.org/10.1016/j.conbuildmat.2023.132490   6.       Soltani, A., Deng, A., Taheri, A., & Mirzababaei, M. (2022). Application of coal fly ash in pavement subgrade stabilisation: A review. Journal of Environmental Management, 312, 114926. https://doi.org/10.1016/j.jenvman.2022.114926   7.      Yang, B., Cetin, B., Ceylan, H., Kim, S., & co-authors. (2022). Potential use of waste eggshells in cement-based materials: A bibliographic analysis and review of the material properties. Construction and Building Materials, 344, 128143. https://doi.org/10.1016/j.conbuildmat.2022.128143   8.      Çelik, F., Arslan, H., & co-authors. (2023). Investigating the effects of stabilization carried out using fly ash and polypropylene fiber on the properties of highway clay soils. Construction and Building Materials, 382, 132590. https://doi.org/10.1016/j.conbuildmat.2023.132590   9.       Abbey, S. J., Eyo, E. U., Okeke, C. A. U., & Ngambi, S. (2021). Experimental study on the use of RoadCem blended with by-product cementitious materials for stabilisation of clay soils. Construction and Building Materials, 289, 122476. https://doi.org/10.1016/j.conbuildmat.2021.122476   10.   Navpreet Saini, &Prashant Garg  (2018) Study on Stabilization of Clayey Soil Using Fly Ash and Sea Shell Powder International Journal of Civil and Structural Engineering Research ISSN 2348-7607   Study on Stabilization-5936.pdf

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Publication Date

8/15/2026

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