长沙理工大学学报(自然科学版)
回收粉流态填筑材料胶凝组分优化及水化机理分析
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(1. 长沙理工大学 交通学院 ,湖南 长沙 410114;2. 宜春市公路事业发展中心 ,江西 宜春 336000)

作者简介:

通讯作者:

李闯民(1965—)(ORCID:0000-0002-9069-6763),男,教授,主要从事路基、路面工程方面的研究。E-mail:lichuangmin@126.com

中图分类号:

U414

基金项目:

江西省交通运输厅科技项目(2025YB048)


Optimization of cementitious components and analysis of hydration mechanism for flowable fill materials using recycled powder
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Affiliation:

(1. School of Transportation , Changsha University of Science & Technology , Changsha 410114, China; 2. Yichun Highway Development Center ,Yichun 336000, China)

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    摘要:

    【目的】研究沥青拌合站回收粉流态填筑材料胶凝组分配比优化问题。【方法】基于响应曲面法 (Box-Behnken 设计)分析水泥掺量、粉煤灰掺量和矿渣粉掺量对材料工作性能 (流动度、泌水率)与力学性能 (7 d、28 d抗压强度 )的影响规律,并通过 X射线衍射 (X-ray diffraction,XRD)、红外光谱 (infrared spectroscopy,IR)、扫描电子显微镜 (scanning electron microscope,SEM)等微观测试揭示其水化机理。【结果】流动度主要受粉煤灰掺量影响,水泥掺量与矿渣粉掺量次之;水泥掺量 -粉煤灰掺量交互作用在中低掺量时显著提升流动性;泌水率与水泥掺量呈非线性关系,在水泥掺量为 6%、粉煤灰掺量为 5%时最低;矿渣粉掺量对抗压强度贡献最大,其与粉煤灰掺量、水泥掺量的交互作用显著。在胶凝组分优化配比 (m水泥︰m粉煤灰︰m矿渣粉=33∶26∶41)下,模型预测误差小于 5%,最优配比为 m回收粉︰m水泥︰m粉煤灰︰m矿渣粉=100∶7.28∶5.78∶8.99、水固比 0.39、减水剂掺量为1.7%。综合性能指标为流动度 209 mm、泌水率 3.93%、7 d抗压强度 3.34 MPa、28 d抗压强度 7.88 MPa。回收粉流态填筑材料的水化产物以 C-S-H凝胶为主,粉煤灰与矿渣粉的火山灰效应促进了 C-S-H凝胶的生成。【结论】该配比兼具环保性与工程适用性,可为回收粉流态填筑材料设计提供试验技术支持。

    Abstract:

    [Purposes ] This paper aims to address the optimization problem of cementitious component proportions for flowable fill materials using recycled powder from asphalt mixing plants.[Methods] This paper analyzed the influence of cement,fly ash,and slag powder contents on the workability (fluidity and bleeding rate ) and mechanical properties (7 d and 28 d compressive strengths) based on the response surface methodology (Box-Behnken design ).Furthermore,the hydration mechanism was revealed through micro -tests including X -ray diffraction (XRD),infrared spectroscopy (IR),and scanning electron microscopy (SEM).[Results] The results indicate that fluidity is primarily dominated by the fly ash content,followed by cement and slag powder,and the cement -fly ash interaction significantly improves flowability at low and medium contents.The bleeding rate exhibits a nonlinear relationship with the cement content,reaching the minimum at a cement content of 6% and a fly ash content of 5%.Slag powder makes the greatest contribution to compressive strength,and its interactions with fly ash and cement are significant.Under the optimized proportion of cementitious components (the ratio of cement to fly ash to slag powder is 33∶26∶41),the model prediction error is less than 5%.The optimal proportion is determined as a ratio of recycled powder,cement,fly ash,and slag powder of 100∶7.28∶5.78∶8.99,with a water -solid ratio of 0.39 and a water -reducing agent of 1.7%.The comprehensive performance indicators are as follows:fluidity is 209 mm;bleeding rate is 3.93%;7 d compressive strength is 3.34 MPa,and 28 d compressive strength is 7.88 MPa.The hydration products of the flowable fill materials using recycled powder are mainly C -S-H gels,and the pozzolanic effect of fly ash and slag powder promotes the formation of C -S-H gels.[Conclusions ] This proportion combines environmental protection and engineering applicability,providing experimental technical support for the design of flowable fill materials using recycled powder.

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李闯民,蒋妤婕,周海洋,等.回收粉流态填筑材料胶凝组分优化及水化机理分析[J].长沙理工大学学报(自然科学版),2026,23(2):116-130.
LI Chuangmin, JIANG Yujie, ZHOU Haiyang, et al. Optimization of cementitious components and analysis of hydration mechanism for flowable fill materials using recycled powder[J]. Journal of Changsha University of Science & Technology (Natural Science),2026,23(2):116-130.

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  • 收稿日期:2025-11-27
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  • 在线发布日期: 2026-06-17
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