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ORIGINAL RESEARCH article

Front. Mater.

Sec. Structural Materials

Volume 12 - 2025 | doi: 10.3389/fmats.2025.1562267

Research on optimization design of high-performance manufactured sand concrete material composition in seasonal frozen areas

Provisionally accepted
Chuan Huang Chuan Huang 1JunXian Zhu JunXian Zhu 2HongLiu Rong HongLiu Rong 2*XiaoLong Yang XiaoLong Yang 2*
  • 1 Highway Development Center of Guangxi Zhuang Autonomous Region, Nanning, Guangxi Zhuang Region, China
  • 2 School of Civil Engineering and Architecture, Guangxi University, Nanning, China

The final, formatted version of the article will be published soon.

    Abstract:To address the issues of shrinkage cracking and durability in manufactured sand concrete in seasonally frozen regions, silica fume, fly ash, and superabsorbent polymer (SAP) were selected to prepare high-performance manufactured sand concrete. This study innovatively integrates SAP with fly ash and silica fume through a three-factor, four-level orthogonal experiment, systematically revealing their synergistic effects on workability, mechanical properties, and frost resistance-a gap in existing research. The results indicate that SAP improves the fluidity, workability, and slump of the concrete but reduces its mechanical properties. In contrast, silica fume and fly ash enhance the mechanical properties of the concrete. Notably, SAP's dual role in mitigating shrinkage (via internal curing) and frost damage (by pore structure optimization) is quantitatively established, with a 0.18% dosage significantly reduces the drying shrinkage and extending freeze-thaw resistance to 300 cycles; The optimized mix proportion for high-performance manufactured sand concrete is: waterto-cement ratio of 0.37, sand ratio of 42%, SAP content of 0.18%, silica fume content of 0.00%, and fly ash content of 15%.

    Keywords: Manufactured sand concrete, Mechanical Properties, SAP, Mix proportion, Workability

    Received: 17 Jan 2025; Accepted: 10 Feb 2025.

    Copyright: © 2025 Huang, Zhu, Rong and Yang. This is an open-access article distributed under the terms of the Creative Commons Attribution License (CC BY). The use, distribution or reproduction in other forums is permitted, provided the original author(s) or licensor are credited and that the original publication in this journal is cited, in accordance with accepted academic practice. No use, distribution or reproduction is permitted which does not comply with these terms.

    * Correspondence:
    HongLiu Rong, School of Civil Engineering and Architecture, Guangxi University, Nanning, China
    XiaoLong Yang, School of Civil Engineering and Architecture, Guangxi University, Nanning, China

    Disclaimer: All claims expressed in this article are solely those of the authors and do not necessarily represent those of their affiliated organizations, or those of the publisher, the editors and the reviewers. Any product that may be evaluated in this article or claim that may be made by its manufacturer is not guaranteed or endorsed by the publisher.

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