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ORIGINAL RESEARCH article

Front. Mater.

Sec. Structural Materials

Volume 12 - 2025 | doi: 10.3389/fmats.2025.1696064

This article is part of the Research TopicAdvancing Eco-Friendly Construction: The Role of Biomass and Waste IntegrationView all 11 articles

Study on the evolution of macro and fine mechanical properties and the micro-mechanism of cement-stabilized steel slag and gravel base course

Provisionally accepted
Yifei  WangYifei Wang1Haojie  JiHaojie Ji1Haiwei  XieHaiwei Xie1Yao  JiaYao Jia1Xuzhang  ZhaoXuzhang Zhao2Wei  JiangWei Jiang1Zunqing  LiuZunqing Liu1*
  • 1School of Traffic and Logistics Engineering, Xinjiang Agricultural University, Urumqi, China
  • 2Xinjiang Huli Jiayuan Environmental Protection Technology Co., Ltd., Urumqi, China

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

This study addresses the performance requirements of road base course materials under special climate conditions in Xinjiang by employing the volume mixing method to design cement-stabilized steel slag (SSA)-gravel mixture. Systematic analysis was performed for the effects of SSA dosage (0%-100%) on the mechanical properties, shrinkage characteristics, and durability of the mixture. The test results indicated that the mechanical properties of the mixture exhibited an increasing trend up to a certain point before decreasing with further increases in SSA dosage. Notably, the C-B-1 gradation demonstrated optimal mechanical properties at a 60% SSA dosage, achieving an unconfined compressive strength of 8.9 MPa at 7d with a 3% cement dosage. The discrete element simulation in PFC3D showed that this gradation provided a more significant backbone embedded extrusion effect. Moreover, increasing the SSA dosage effectively reduced the dry shrinkage strain of the mixture, however, the excessive dosage (>60%) caused a considerable increase in temperature shrinkage strain. Regarding durability, the mixture with 60% SSA dosage exhibited the best frost resistance, achieving an unconfined compressive strength of 7.9 MPa and a BDR of 82.3% after 18 freeze-thaw cycles. Microstructural analysis indicated that Ca²⁺ and SO₄²⁻ released by SSA not only promoted the formation of early-stage AFt but also aided in developing a dense C-S-H gel in the later stages, thereby synergistically enhancing the material strength and durability. These findings offer the theoretical basis and technical support for the optimized design of road base course materials in Xinjiang.

Keywords: Steel slag, discrete element, Roadworthiness, Freeze-thaw cycle, electronmicroscope scanning

Received: 31 Aug 2025; Accepted: 19 Sep 2025.

Copyright: © 2025 Wang, Ji, Xie, Jia, Zhao, Jiang and Liu. 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: Zunqing Liu, 15099172683@163.com

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