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Investigation on geoengineering properties of organic silt soil treated with chitosan nanoparticle additive
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  • Published: 08 February 2026

Investigation on geoengineering properties of organic silt soil treated with chitosan nanoparticle additive

  • Govindarajan Kannan  ORCID: orcid.org/0000-0001-7931-98201,
  • Evangelin Ramani Sujatha  ORCID: orcid.org/0000-0002-4138-27842 &
  • Brendan C. O’Kelly  ORCID: orcid.org/0000-0002-1343-44283 

Scientific Reports , Article number:  (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
  • Materials science

Abstract

Organic soil deposits are often unsuitable for safely bearing structural loads without proper soil stabilization measures. Sustainable methods of soil stabilization are gaining attention, with nano-additives showing promising effects owing to their high reactivity and better soil interaction. The present study attempts to investigate the feasibility of treating a low-plasticity organic silt soil using chitosan nanoparticle (CNP) additive, a crustacean polysaccharide. The modifications in the soil plasticity index (PI), compaction, unconfined compressive strength (UCS), permeability and consolidation properties were studied for 0.5 to 2.5% CNP addition, considering the curing period durations of between 0 and 90 days. Results showed that 1% CNP addition produced a better outcome in terms of geoengineering properties. For instance, compared to the untreated soil, the compacted 1% CNP-treated soil achieved a 146% UCS gain and 69% permeability coefficient reduction for 90-day curing, with negligible change in the coefficient of consolidation. Whereas 2.5% CNP-treated soil exhibited a comparatively smaller UCS gain (of 100%), along with a 59% permeability coefficient reduction for 90-day curing. SEM analysis indicated that the CNP additive enhanced the geomechanical properties by forming a fibrous network in the soil matrix. Finally, a critical discussion has been presented on the aspects of necessity of nano-based soil stabilization, cost analysis and material degradation effects to understand the suitability of the technique for practical applications.

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Data availability

All data generated or analyzed during this study are included in this published article.

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Acknowledgements

The authors thank the Vice-Chancellor of SASTRA Deemed to be University, Thanjavur, India, for supporting the presented research with the necessary laboratory facilities.

Author information

Authors and Affiliations

  1. Department of Civil Engineering, Mepco Schlenk Engineering College, Sivakasi, Tamil Nadu, 626005, India

    Govindarajan Kannan

  2. Centre for Advanced Research in Environment, School of Civil Engineering, SASTRA Deemed University, Thanjavur, Tamil Nadu, 613401, India

    Evangelin Ramani Sujatha

  3. Department of Civil, Structural and Environmental Engineering, Trinity College Dublin, Dublin, D02PN40, Ireland

    Brendan C. O’Kelly

Authors
  1. Govindarajan Kannan
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  2. Evangelin Ramani Sujatha
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  3. Brendan C. O’Kelly
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Contributions

Govindarajan Kannan – Methodology, Investigation, Writing—Original DraftEvangelin Ramani Sujatha – Conceptualization, Methodology, Validation, Writing—Review & EditingBrendan C. O’Kelly – Visualization, Writing—Review & Editing.

Corresponding author

Correspondence to Evangelin Ramani Sujatha.

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The authors declare no competing interests.

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Cite this article

Kannan, G., Sujatha, E.R. & O’Kelly, B.C. Investigation on geoengineering properties of organic silt soil treated with chitosan nanoparticle additive. Sci Rep (2026). https://doi.org/10.1038/s41598-026-39151-w

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  • Received: 29 August 2025

  • Accepted: 03 February 2026

  • Published: 08 February 2026

  • DOI: https://doi.org/10.1038/s41598-026-39151-w

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Keywords

  • Biopolymer
  • Nano-chitosan
  • Organic silt
  • Compaction
  • UCS
  • Permeability
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