岩土力学 ›› 2025, Vol. 46 ›› Issue (6): 1667-1677.doi: 10.16285/j.rsm.2024.1082CSTR: 32223.14.j.rsm.2024.1082

• 基础理论与实验研究 • 上一篇    下一篇

磷石膏基团粒调控固化淤泥的物理力学性能

谈云志1, 2,吴仙桥1, 2,吴军1, 2,明华军1, 2, 3,王冲1, 2,肖宇1, 2   

  1. 1. 三峡大学 特殊土资源化利用宜昌市重点实验室,湖北 宜昌 443002;2. 三峡大学 防灾减灾湖北省重点实验室,湖北 宜昌 443002; 3. 三峡大学 水利与环境学院,湖北 宜昌 443002
  • 收稿日期:2024-09-02 接受日期:2025-02-24 出版日期:2025-06-11 发布日期:2025-06-09
  • 通讯作者: 明华军,男,1984年生,博士,副教授,主要从事特殊土土力学方面的研究。E-mail: hjming@ctgu.edu.cn
  • 作者简介:谈云志,男,1979年生,博士,教授,主要从事特殊土土力学与特殊土资源化利用方面的研究。E-mail: yztan@ctgu.edu.cn
  • 基金资助:
    国家自然科学基金联合基金(No.U24A20183);国家大坝安全工程技术研究中心开放基金(No.CX2023B07);宜昌市自然科学研究项目(No.A24-3-023)。

Physical and mechanical properties of solidified sludge regulation with phosphogypsum-based aggregate

TAN Yun-zhi1, 2, WU Xian-qiao1, 2, WU Jun1, 2, MING Hua-jun1, 2, 3, WANG Chong1, 2, XIAO Yu1, 2   

  1. 1. Yichang Key Laboratory of the Resources Utilization for Problematic Soils, China Three Gorges University, Yichang, Hubei 443002, China; 2. Hubei Key Laboratory of Disaster Prevention and Mitigation, China Three Gorges University, Yichang, Hubei 443002, China; 3. College of Hydraulic and Environmental Engineering, China Three Gorges University, Yichang, Hubei 443002, China
  • Received:2024-09-02 Accepted:2025-02-24 Online:2025-06-11 Published:2025-06-09
  • Supported by:
    This work was supported by the Joint Fund of the National Natural Science Foundation of China (U24A20183), the Open Fund of National Dam Safety Research Center (CX2023B07) and the Natural Science Foundation of Yichang (A24-3-023).

摘要: 淤泥颗粒细腻、含水率高,固化强度主要由胶结强度提供,摩擦强度不高。以磷石膏、矿渣和生石灰为原料,制备磷石膏基团粒,再协同水泥固化淤泥,评价了固化淤泥的物理力学性能。结果表明,磷石膏基团粒的吸水率为13.4%,可以局部分离淤泥中的自由水,提升水泥的固化效果;压实成团后,磷石膏中的可溶磷(氟)浸出浓度均显著低于原状磷石膏的对应浸出浓度,且均低于地表III类水的排放标准(P浸出浓度≤0.2 mg/L,F浸出浓度≤1.0 mg/L),满足环保要求;磷石膏基团粒(粒径d≤5 mm)均匀分布于淤泥中,发挥骨架效应,明显提升固化淤泥强度,提升率达到22.3%,强度超过1 MPa。究其原因,团粒中的磷石膏−矿渣粉−石灰反应生成水化硅酸钙(C-S-H)凝胶和针状钙矾石,C-S-H凝胶和针状钙矾石相互交织形成空间网状结构,填补了磷石膏基团粒内部孔隙和团粒−淤泥交界过渡区的孔隙,既固定了可溶磷和氟,又提升了团粒−淤泥界面过渡区的搭接能力。研究结论既为磷石膏综合利用提供参考依据,也为淤泥固化提供新方法。

关键词: 固化淤泥, 磷石膏基团粒, 骨架效应, 界面胶结

Abstract: Sludge particles are fine and have a high water content. The strength of solidified sludge is predominantly provided by cementation strength, with insufficient frictional resistance. Phosphogypsum-based aggregates were synthesized using phosphogypsum, slag, and quicklime as raw materials. These aggregates were combined with cement for sludge solidification, and the physical and mechanical properties of the solidified sludge were assessed. Results show that the phosphogypsum-based aggregates have a water absorption rate of 13.4%, which locally separates free water in the sludge, enhancing cement solidification. After compaction, the leaching concentrations of soluble phosphorus (P) and fluorine (F) in the phosphogypsum are significantly reduced compared to the raw phosphogypsum. Both concentrations are below the discharge standards for class III surface water (the leaching concentration of P is ≤ 0.2 mg/L, the leaching concentration of F is ≤ 1.0 mg/L), meeting environmental protection requirements. When the phosphogypsum aggregates are ≤5 mm, their uniform distribution enhances the skeletal effect, significantly increasing the strength of solidified sludge by 22.3%, exceeding 1 MPa. This occurs because reactions among phosphogypsum, slag powder, and lime generate calcium silicate hydrate (C-S-H) gel and acicular ettringite. These products intertwine to form a spatial network structure, filling the pores inside the phosphogypsum-based aggregates and the transition zone. This immobilizes soluble phosphorus and fluorine and strengthens the bonding capacity of the aggregate-sludge interface transition zone. The research conclusions provide a reference for the comprehensive utilization of phosphogypsum and offer a novel approach to sludge solidification.

Key words: solidified sludge, phosphogypsum-based aggregate, skeleton effect, interfacial cementation

中图分类号: TU442
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