岩土力学 ›› 2026, Vol. 47 ›› Issue (7): 2408-2419.doi: 10.16285/j.rsm.2025.0781CSTR: 32223.14.j.rsm.2025.0781

• 基础理论与实验研究 • 上一篇    下一篇

盾构粉泥“粒化-压实-固化”联动处置方法

谈云志1, 2,王明威1, 2,王冲1, 2,明华军1, 2,吴军1, 2,陈阳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
  • 收稿日期:2025-07-23 接受日期:2025-12-28 出版日期:2026-07-13 发布日期:2026-07-09
  • 通讯作者: 王冲,男,1993年生,博士,讲师,主要从事特殊土土力学的研究。E-mail: chongwang@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方面的研究。E-mail: yztan@ctgu.edu.cn
  • 基金资助:
    国家自然科学基金项目(No. U24A20183);湖北省自然科学基金(No. 2026AFC0420)。

“Granulation-compaction-solidification” combined treatment method for shield slurry

TAN Yun-zhi¹, ², WANG Ming-wei¹, ², WANG Chong¹, ², MING Hua-jun¹, ², WU Jun¹, ², CHEN Yang¹, 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
  • Received:2025-07-23 Accepted:2025-12-28 Online:2026-07-13 Published:2026-07-09
  • Supported by:
    This work was supported by the National Natural Science Foundation of China (U24A20183) and Hubei Provincial Natural Science Foundation of China (2026AFC0420).

摘要: 盾构粉泥是开挖隧道产生的泥渣混合物,因颗粒细、含水率高、流动大、强度低等特点,难以直接被利用。提出磷石膏基胶凝材料先粒化后压实固化粉泥的方法,以解决高含水率粉泥难连续固化施工的难题。研究了粒化粉泥的颗粒分布和压实后的强度特征,发现粉泥经过粒化处理,其颗粒尺寸增大,大量黏粉粒(<0.075 mm)被粒化为“砂”粒(0.075~2.000 mm);增强了颗粒间的摩擦力,提高了粒化粉泥的抗剪强度和抗压强度;磷石膏基胶凝材料掺量、粒化时间、养护时间协同作用,主导粒化粉泥的物理力学性能,磷石膏基胶凝材料掺量为20%、粒化14 d、养护28 d,达到粒化和压实固化最佳平衡,抗压强度可达5.62 MPa。同时,取抗压强度试验结束后的部分试样,开展压汞(mercury intrusion porosimetry,简称MIP)和微观形貌(scanning electronic microscopy,简称SEM)试验,揭示了粉泥粒化成砂、固化成块的强度形成机制。最后,计算了磷石膏基胶凝材料粒化-固化粉泥的单位强度成本和替代材料指数,评价了其经济性和环境效益,说明“粒化-压实-固化”连续实施的方法可靠、成本可控,能为盾构粉泥的资源化利用提供技术支撑。

关键词: 盾构粉泥, 粒化, 压实, 磷石膏

Abstract: Shield slurry is a mixture of mud and slag generated from tunnel excavation. It is difficult to be directly utilized due to its high fines content, high fluidity, and low strength. The study introduces a novel approach involving initial granulating followed by compaction of the slurry utilizing phosphogypsum-based cementitious materials to address difficulties associated with the continuous solidification construction of slurry with high-water-content. The research investigates the particle size distribution of the granulated slurry and its strength characteristics post-compaction. Findings reveal that granulation significantly increases particle size of the slurry significantly increased, with substantial portion of fine particles (<0.075 mm) being transformed into “sand-sized particles” (0.075-2 mm). This transformation enhances inter-particle friction, thereby improving both the shear and compressive strengths of the granulated slurry. The phosphogypsum-based cementitious materials content, granulation duration, and curing age collectively influence the physical and mechanical properties of the granulated slurry in a synergistic manner. The optimal conditions for achieving a harmonious balance between granulation and compaction-solidification are as the phosphogypsum-based cementitious material content of 20% 20%, a granulation duration of 14 days, and a curing age of 28 days, resulting in a compressive strength of 5.62 MPa. Meanwhile, some samples after the compressive strength test were taken to conduct mercury intrusion porosimetry (MIP) and scanning electron microscopy (SEM) tests, revealing the strength formation mechanism of slurry granulated into sand and solidified into blocks. Finally, the cost per unit strength and carbon sequestration rate associated with the utilization of phosphogypsum-based cementitious materials for granulating and solidifying slurry were calculated, and their economic and environmental advantages were assessed. The results show that the continuous implementation method of “granulation-compaction-solidification” is reliable and cost-controllable, offering technical support for the resource utilization of shield slurry.

Key words: shield slurry, granulation, compaction, phosphogypsum

中图分类号: TU 441
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