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Paper Title

Improvement of Engineering Properties of Expansive soil Using Iron Ore Tailings

Authors

SUBAL SAH , Brahmdeo Yadav , Sumit Kumar

Keywords

Expansive soil, Iron ore Tailings, Soil Stabilization, Unconfined compressive strength (UCS), California Bearing Ratio (CBR)

Abstract

Expansive soils (especially black cotton soil) create major difficulties in geotechnical engineering because of their high swelling and shrinkage tendencies, low bearing strength, and poor workability. To overcome these issues, the present study examines the influence of adding iron ore tailings (IOT) (a waste material generated from mining operations) as a stabilizing component to improve the compaction and plasticity behavior of black cotton soil. The soil was blended with different proportions of IOT (0%, 4%, 8%, 12%, 16%, and 20% by dry weight) and evaluated through standard geotechnical tests such as the Standard Proctor Compaction Test, California Bearing Ratio (CBR), Unconfined Compressive Strength (UCS) Test, and Atterberg Limits (Liquid Limit, Plastic Limit, and Plasticity Index). The experimental findings indicated that the Maximum Dry Density (MDD) increased consistently while the Optimum Moisture Content (OMC) decreased with IOT addition up to 16%, reflecting improved compaction characteristics. This improvement is mainly due to the higher specific gravity and granular structure of IOT, which enhance particle arrangement and minimize voids within the soil mass. Regarding plastic limit, the liquid limit and plasticity index reduced as the IOT content increased. These changes suggest a decrease in clay activity and soil expansiveness, resulting from the dilution of clay minerals and reduced water absorption. With increasing IoT, the soil progressively shifted from highly plastic to moderately plastic behavior. In summary, incorporating iron ore tailings significantly improves the compaction properties and lowers the plasticity of black cotton soil, enhancing its suitability for applications such as subgrade layers and embankment construction. Additionally, this approach supports sustainable engineering practices by promoting the efficient reuse of industrial waste, offering a cost-effective, environmentally friendly, and sustainable method for soil stabilization.

How To Cite

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IJCRT — journal style
"Improvement of Engineering Properties of Expansive soil Using Iron Ore Tailings", IJCRT - International Journal of Creative Research Thoughts (www.ijcrt.org), ISSN:2320-2882, Vol.14, Issue 3, page no.b612-b622, March 2026, Available :https://ijcrt.org/papers/IJCRT2603198.pdf
APA — 7th edition
SAH, S., Yadav, B., & Kumar, S. (2026). Improvement of Engineering Properties of Expansive soil Using Iron Ore Tailings. International Journal of Creative Research Thoughts, 14(3), b612-b622. https://ijcrt.org/viewpaperforall.php?paper=IJCRT2603198
MLA — 9th edition
SAH, SUBAL, et al. "Improvement of Engineering Properties of Expansive soil Using Iron Ore Tailings." International Journal of Creative Research Thoughts, vol. 14, no. 3, 2026, pp. b612-b622, https://ijcrt.org/viewpaperforall.php?paper=IJCRT2603198.
Chicago — 17th, bibliography
SAH, SUBAL, Brahmdeo Yadav, and Sumit Kumar. "Improvement of Engineering Properties of Expansive soil Using Iron Ore Tailings." International Journal of Creative Research Thoughts 14, no. 3 (2026): b612-b622. https://ijcrt.org/viewpaperforall.php?paper=IJCRT2603198.
Harvard — author–date
SAH, S., Yadav, B. and Kumar, S. (2026) 'Improvement of Engineering Properties of Expansive soil Using Iron Ore Tailings', International Journal of Creative Research Thoughts, 14(3), pp. b612-b622. Available at: https://ijcrt.org/viewpaperforall.php?paper=IJCRT2603198
IEEE — numbered reference
S. SAH, B. Yadav and S. Kumar, "Improvement of Engineering Properties of Expansive soil Using Iron Ore Tailings," IJCRT, vol. 14, no. 3, pp. b612-b622, Mar. 2026.
Vancouver — biomedical
SAH S, Yadav B, Kumar S. Improvement of Engineering Properties of Expansive soil Using Iron Ore Tailings. IJCRT. 2026 Mar;14(3):b612-b622.
AMA — 11th edition
SAH S, Yadav B, Kumar S. Improvement of Engineering Properties of Expansive soil Using Iron Ore Tailings. IJCRT. 2026;14(3):b612-b622. Accessed at https://ijcrt.org/viewpaperforall.php?paper=IJCRT2603198
BibTeX — Zotero, Mendeley, LaTeX
@article{IJCRT2603198, author = {SUBAL SAH and Brahmdeo Yadav and Sumit Kumar}, title = {Improvement of Engineering Properties of Expansive soil Using Iron Ore Tailings}, journal = {International Journal of Creative Research Thoughts}, volume = {14}, number = {3}, pages = {b612-b622}, year = {2026}, month = {March}, issn = {2320-2882}, url = {https://ijcrt.org/viewpaperforall.php?paper=IJCRT2603198} }
RIS — EndNote, RefWorks
TY - JOUR AU - SAH, SUBAL AU - Yadav, Brahmdeo AU - Kumar, Sumit TI - Improvement of Engineering Properties of Expansive soil Using Iron Ore Tailings T2 - International Journal of Creative Research Thoughts JA - IJCRT VL - 14 IS - 3 PY - 2026 SN - 2320-2882 UR - https://ijcrt.org/viewpaperforall.php?paper=IJCRT2603198 SP - b612-b622 ER -

Issue

Volume 14 Issue 3, March-2026
Pages : b612-b622

Article Information

Pages
b612-b622
Published
March 2026
Registration ID
IJCRT_302687
Published Paper ID
IJCRT2603198
Research Area
Science and Technology
Author Type
Indian Author
Location
PAKUR, Jharkhand (JH), India
Licence
CC BY 4.0 · Open Access
ISSN & Impact Factor
2320-2882 · IF 9.17
Downloads
227

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International Journal of Creative Research Thoughts Published by IJCRT Publication
2320-2882 ISSN
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© 2026 — Authors hold the copyright of this article. This work is licensed under a Creative Commons Attribution 4.0 International License and The Open Definition. This article is distributed under the terms of the Creative Commons Attribution 4.0 International License (CC BY 4.0), which permits unrestricted use, distribution and reproduction in any medium, provided the original author and source are credited.
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Declarations

Funding

No external funding was received for this study.

Conflict of Interest

The authors declare that they have no conflict of interest.

Acknowledgements

The authors would like to thank the reviewers and the editorial board of International Journal of Creative Research Thoughts for their careful reading and constructive comments, and all colleagues who supported the preparation of this manuscript.

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