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Liancheng Wang, Xingtong Yue, Ping Jiang, Xiaobo Liu, Shiyu Zhang, Kai Cui, and Yingliang Zhao, Enhancing the performance of waste-derived super-sulfated with carbonated recycled concrete fines for cemented paste backfill applications, Int. J. Miner. Metall. Mater., (2025). https://doi.org/10.1007/s12613-025-3272-x
Liancheng Wang, Xingtong Yue, Ping Jiang, Xiaobo Liu, Shiyu Zhang, Kai Cui, and Yingliang Zhao, Enhancing the performance of waste-derived super-sulfated with carbonated recycled concrete fines for cemented paste backfill applications, Int. J. Miner. Metall. Mater., (2025). https://doi.org/10.1007/s12613-025-3272-x
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碳化再生混凝土微粉提升废弃物基超硫水泥性能及其在尾砂胶结充填中的应用

摘要: 本研究通过掺入碳化再生混凝土微粉(CRCF),探讨了含砷生物氧化废渣(BW)基超硫水泥(SSC)的性能提升效果。结果表明,掺加5wt% CRCF可获得最优性能,其在1 d、3 d和28 d的抗压强度分别为1.83、12.59和42.81 MPa,相较参比样分别提高408.3%、10.0%和14.3%。进一步研究发现性能提升主要归因于CRCF的多重协同作用,包括超细颗粒的填充效应与成核效应,以及高活性硅凝胶的火山灰反应,可促进额外水化凝胶的生成。微观结构分析证实,CRCF的加入能够细化孔结构,并增强C–S–H凝胶的微观力学性能。此外,每千克CRCF可固定0.268 kg CO2,从而有效降低SSC的碳足迹。鉴于传统胶结充填(CPB)具有较高的水泥相关碳排放,本研究提出的CRCF改性SSC在CPB中的应用潜力也得到了验证。采用5wt% CRCF的SSC用于CPB时,其3 d抗压强度达到普通硅酸盐水泥(OPC)的70%以上,而28 d强度与OPC基本相当。综上,CRCF改性SSC为BW的可持续利用提供了一条有效路径,并在废弃物资源化、碳封存和工程性能提升之间实现了良好的协同效益。

 

Enhancing the performance of waste-derived super-sulfated with carbonated recycled concrete fines for cemented paste backfill applications

Abstract: This study investigates the performance enhancement of super-sulfated cement (SSC) derived from arsenic-containing bio-oxidation waste (BW) through the incorporation of carbonated recycled concrete fines (CRCF). The findings revealed that the addition of 5wt% CRCF yields optimal performance, with compressive strengths reaching approximately 1.83, 12.59, and 42.81 MPa at 1, 3, and 28 d, respectively. These values represented significant increases of 408.3%, 10.0%, and 14.3% compared to the reference sample. The improvement was attributed to the synergistic effects of ultrafine CRCF particles acting as fillers and nucleation sites, as well as the high reactivity of silica gels, which promoted the formation of additional hydration gels. Microstructural analysis confirmed that CRCF addition refined pore structure, and enhanced the stiffness of C–S–H gels. Furthermore, CRCF served as a net CO2 sink, sequestering 0.268 kg CO2 per kilogram of CRCF and thereby reducing the carbon footprint of SSC. In addition, the feasibility of applying CRCF-modified SSC in cemented paste backfill (CPB) is highlighted, given the high cement-related carbon footprint of conventional CPB. When 5wt% CRCF-modified SSC was employed in CPB, its 3-d compressive strength attained over 70% of that of ordinary Portland cement (OPC), while the 28-d strength was comparable to that of OPC. The proposed binder thus provides a sustainable pathway for BW valorization, combining waste utilization, carbon sequestration, and improved engineering performance.

 

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