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DEM study of fines content effects on shear strength of binary mixtures under low confining pressure
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  • Published: 11 February 2026

DEM study of fines content effects on shear strength of binary mixtures under low confining pressure

  • Hu Tiantian1,2,
  • Gao Zhicheng3,
  • Zhang Chaojie1,2 &
  • …
  • Wang Jing4 

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
  • Materials science

Abstract

The presence of fines in granular materials significantly affects their shear strength, particularly under low confining pressure conditions. In this study, drained triaxial compression tests were simulated using the discrete element method on spherical granular assemblies with varying fines content \(\:{f}_{c}\) and confining pressures \(\:\:{\sigma\:}_{c}\) to investigate the influence of \(\:{f}_{c}\) on the macroscopic mechanical response and underlying micro-mechanical mechanisms. Macroscopic results show that the global void ratio exhibits a non-monotonic trend, first increasing and then decreasing whereas the skeletal void ratio monotonically decreases with increasing \(\:{f}_{c}\). The peak stress ratio \(\:{\eta\:}_{p}\) rapidly increases initially and then stabilizes above a certain critical confining pressure \(\:{p}_{1}\). Intriguingly, this \(\:{p}_{1}\) is found to approximately decrease as the \(\:{f}_{c}\) increases. At high fines content, many fine particles initially act as rattlers under low confining pressure but progressively become incorporated into load-bearing force chains as the confining pressure increases. This mobilization enhances coarse–fine contacts, thereby contributing additional shear strength to the assembly. Based on these findings, an improved failure criterion is proposed, which accurately predicts the shear strength of granular materials across different fines contents and effectively captures its nonlinear variation under low confining pressures.

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Data will be made available on request by the corresponding author.

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Funding

This work was supported by China Postdoctoral Science Foundation (Grant No. 2025M773231), Department of Water Resources of Zhejiang Province, (Grant No. RA2403, RB2415), Shaanxi Province State-Owned Assets Supervision And Administration Commission (Grant No. ZXZJ-2024-049), Zhejiang Provincial Natural Science Foundation of China (Grant No. LGEZ25E090004, Grant No. LQN25D010003), Ningbo Water Resources Bureau (Grant No. NSKB202218).

Author information

Authors and Affiliations

  1. Zhejiang Institute of Hydraulics & Estuary (Zhejiang Institute of Marine Planning and Design), Hangzhou, 310020, China

    Hu Tiantian & Zhang Chaojie

  2. Zhejiang Key Laboratory of River-Lake Water Network Health Restoration, Hangzhou, 310020, China

    Hu Tiantian & Zhang Chaojie

  3. Center for Hypergravity Experimental and Interdisciplinary Research, Zhejiang University, Hangzhou, 310058, China

    Gao Zhicheng

  4. Institute of Geotechnical Engineering, Zhejiang University, Hangzhou, 310058, China

    Wang Jing

Authors
  1. Hu Tiantian
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  2. Gao Zhicheng
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Contributions

Tiantian Hu: Original draft, Project administration, Formal analysis. Gao Zhicheng: Review & editing, Software. Zhang Chaojie: Funding acquisition, Investigation. Jing Wang: Resources, Data curation.

Corresponding author

Correspondence to Wang Jing.

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Tiantian, H., Zhicheng, G., Chaojie, Z. et al. DEM study of fines content effects on shear strength of binary mixtures under low confining pressure. Sci Rep (2026). https://doi.org/10.1038/s41598-026-39817-5

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  • Received: 15 December 2025

  • Accepted: 09 February 2026

  • Published: 11 February 2026

  • DOI: https://doi.org/10.1038/s41598-026-39817-5

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Keywords

  • Binary mixtures
  • Low confining pressure
  • Fines content
  • Shear strength
  • Discrete element method
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