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Synergistic effect of rubber powder and nano-silica on pore structure and frost resistance of concrete
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  • Published: 03 March 2026

Synergistic effect of rubber powder and nano-silica on pore structure and frost resistance of concrete

  • Ling-Yun Feng1,
  • Hong-Liang Cao2,
  • Xin-Wei Shi2 &
  • …
  • Da-Hui Wang2 

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 effectiveness of air-entraining agents in enhancing the frost resistance of concrete is significantly reduced under low-pressure conditions, such as those found in plateau and alpine regions, leading to severe freeze–thaw damage. To address this challenge, this study investigates the use of rubber powder as a compensatory material for air-entraining agents, introducing “solid pores” to replace traditional air voids. The combined effect of rubber powder and nano-silica was evaluated through macroscopic performance tests and microstructural analyses, focusing on the evolution of pore structure parameters and frost resistance during freeze–thaw cycles. The results show that rubber powder increases the air content and optimizes the pore structure, with “solid pores” accounting for an increasing proportion of total air content as the dosage rises. The addition of nano-silica further refines the pore size distribution by reducing the proportion of larger pores and stabilizing the bubble spacing coefficient. Concrete incorporating both rubber powder and nano-silica exhibits significantly improved frost resistance, with only a slight reduction in compressive strength compared to ordinary concrete. These findings demonstrate that the synergistic use of rubber powder and nano-silica effectively compensates for the diminished performance of air-entraining agents under low-pressure conditions, offering a practical approach to enhancing the freeze–thaw durability of concrete in cold, high-altitude environments.

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Data availability

The datasets used and/or analysed during the current study are available from the corresponding author on reasonable request.

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Acknowledgements

Thank my graduate students for their hard work in conducting the experiment.

Funding

This study was supported by the National Natural Science Foundation of China (NO. 52179133).

Author information

Authors and Affiliations

  1. College of Geosciences and Engineering, North China University of Water Resources and Electric Power, Zhengzhou, 450046, China

    Ling-Yun Feng

  2. Henan Water Science and Technology Application Center, Henan Provincial Key Laboratory of Water Conservancy Engineering Safety Technology, Zhengzhou, 450003, China

    Hong-Liang Cao, Xin-Wei Shi & Da-Hui Wang

Authors
  1. Ling-Yun Feng
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  2. Hong-Liang Cao
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  3. Xin-Wei Shi
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  4. Da-Hui Wang
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Contributions

L.-Y. and D.-H.wrote the main manuscript text and H.-L. and X.-W. prepared figures. All authors reviewed the manuscript.

Corresponding author

Correspondence to Hong-Liang Cao.

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Competing interests

The authors declare that they have no known competing financial interests or personal relationships that could have appeared to influence the work reported in this paper.

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Cite this article

Feng, LY., Cao, HL., Shi, XW. et al. Synergistic effect of rubber powder and nano-silica on pore structure and frost resistance of concrete. Sci Rep (2026). https://doi.org/10.1038/s41598-026-36480-8

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  • Received: 05 September 2025

  • Accepted: 13 January 2026

  • Published: 03 March 2026

  • DOI: https://doi.org/10.1038/s41598-026-36480-8

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Keywords

  • “Solid pores”
  • Rubber powder
  • Nano-silica
  • Pore structure
  • Frost resistance
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