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Sustainable stabilization of expansive soils for slope applications using enzyme-induced carbonate precipitation and iron ore tailings
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  • Published: 19 May 2026

Sustainable stabilization of expansive soils for slope applications using enzyme-induced carbonate precipitation and iron ore tailings

  • Mudassir Mehmood1,2,
  • Wen Nie1,2,
  • Jiewang Gao1,
  • Yunlong Liu3,
  • Fahad Alshawmar4 &
  • …
  • Bantayehu Uba Uge5 

Scientific Reports (2026) Cite this article

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We are providing an unedited version of this manuscript to give early access to its findings. Before final publication, the manuscript will undergo further editing. Please note there may be errors present which affect the content, and all legal disclaimers apply.

Subjects

  • Engineering
  • Environmental sciences
  • Natural hazards
  • Solid Earth sciences

Abstract

Expansive soils exhibit pronounced swelling-shrinkage behavior, low shear strength, and high moisture sensitivity, posing significant challenges to the stability of geotechnical structures such as embankments and tailings dam slopes. In this study, a sustainable stabilization strategy integrating enzyme-induced carbonate precipitation (EICP) with iron ore tailings is investigated to improve the hydro-mechanical performance of expansive soils. A comprehensive experimental program was conducted to evaluate changes in unconfined compressive strength (UCS), swelling pressure (Ps), hydraulic conductivity (Ks), cohesion (c), and internal friction angle (φ). Microstructural characterization using scanning electron microscopy and X-ray diffraction was performed to examine calcium carbonate precipitation and its cementation effects within the soil matrix. The results demonstrate that the combined EICP-iron ore tailings treatment significantly enhances soil performance, with UCS, c, and φ increasing by approximately 113%, 48%, and 98%, respectively, while Ps and Ks decrease by approximately 98% and 69%. Furthermore, seepage and slope stability analysis using GeoStudio (SEEP/W and SLOPE/W) indicate that the stabilized soil achieves a markedly higher factor of safety (FoS = 1.896) compared to untreated soils. The findings confirm that the synergistic integration of EICP and iron ore tailings provides an effective, environmentally sustainable, and engineering-feasible solution for stabilizing expansive soils and improving slope performance in tailings dam applications.

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Acknowledgements

The Researchers would like to thank the Deanship of Graduate Studies and Scientific Research at Qassim University for financial support (QU-APC-2026). This work is also supported by the National Natural Science Fund of China (Reference No. 52474223 & 42107196) and the Postdoctoral Research Project Funding (Reference No. 2025C1199) of Anhui Province, China. 

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Authors and Affiliations

  1. State Key Laboratory of Metal Mining Safety and Disaster Prevention and Control, Maanshan, 243000, Anhui, China

    Mudassir Mehmood, Wen Nie & Jiewang Gao

  2. School of Resources and Safety Engineering, Chongqing University, Chongqing, 400044, China

    Mudassir Mehmood & Wen Nie

  3. School of Civil Engineering, Zhengzhou University, Zhengzhou, 450001, China

    Yunlong Liu

  4. Department of Civil Engineering, College of Engineering, Qassim University, Buraydah, 51452, Saudi Arabia

    Fahad Alshawmar

  5. School of Civil and Environmental Engineering, Addis Ababa Institute of Technology, Addis Ababa, Ethiopia

    Bantayehu Uba Uge

Authors
  1. Mudassir Mehmood
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  2. Wen Nie
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  3. Jiewang Gao
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  4. Yunlong Liu
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  5. Fahad Alshawmar
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  6. Bantayehu Uba Uge
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Corresponding authors

Correspondence to Wen Nie or Fahad Alshawmar.

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The authors declare no competing interests.

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Open Access This article is licensed under a Creative Commons Attribution-NonCommercial-NoDerivatives 4.0 International License, which permits any non-commercial use, sharing, distribution and reproduction in any medium or format, as long as you give appropriate credit to the original author(s) and the source, provide a link to the Creative Commons licence, and indicate if you modified the licensed material. You do not have permission under this licence to share adapted material derived from this article or parts of it. The images or other third party material in this article are included in the article’s Creative Commons licence, unless indicated otherwise in a credit line to the material. If material is not included in the article’s Creative Commons licence and your intended use is not permitted by statutory regulation or exceeds the permitted use, you will need to obtain permission directly from the copyright holder. To view a copy of this licence, visit http://creativecommons.org/licenses/by-nc-nd/4.0/.

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Cite this article

Mehmood, M., Nie, W., Gao, J. et al. Sustainable stabilization of expansive soils for slope applications using enzyme-induced carbonate precipitation and iron ore tailings. Sci Rep (2026). https://doi.org/10.1038/s41598-026-53081-7

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  • Received: 11 February 2026

  • Accepted: 11 May 2026

  • Published: 19 May 2026

  • DOI: https://doi.org/10.1038/s41598-026-53081-7

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Keywords

  • Expansive soil
  • Stabilization
  • Sustainability
  • Particle size
  • Slope stability
  • Microscopic structure
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