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隧道建设(中英文) ›› 2026, Vol. 46 ›› Issue (8): 1608-1616.DOI: 10.3973/j.issn.2096-4498.2026.08.002

• 研究与探索 • 上一篇    下一篇

盾构渣土改性同步注浆材料特性试验

王进尚   

  1. (郑州工程技术学院土木工程学院, 河南 郑州 450044)
  • 出版日期:2026-08-20 发布日期:2026-08-20
  • 作者简介:王进尚(1979—),男,河南安阳人,2020年毕业于安徽理工大学,地质工程专业,博士,副教授,主要从事地质灾害防治及注浆材料等方面的研究工作。 E-mail: 149861159@qq.com。

Performance Test of Modified Synchronous Grouting Materials Using Shield Muck

WANG Jinshang   

  1. (School of Civil Engineering, Zhengzhou University of Technology, Zhengzhou 450044, Henan, China)
  • Online:2026-08-20 Published:2026-08-20

摘要: 针对盾构施工渣土外排引发的资源浪费与环境污染问题,开展盾构渣土复掺陶粒替代传统同步注浆原材料研究,以实现盾构渣土资源化高效利用,优化隧道同步注浆施工效果。依托郑州地铁区间隧道工程,设置10%~50%共5组替代配比,采用渣土-陶粒复掺料分别替换传统浆液中的粉煤灰、膨润土与粉细砂,开展浆液抗压强度、泌水性、稠度等物理力学性能试验。结合DIC(数字图像相关)技术分析试块变形特性,通过室内模型试验,对比改性浆液与普通浆液的扩散形态、凝固效果,并监测隧道管片衬砌的内力变化规律。试验结果表明: 1)随着盾构渣土和陶粒替代粉煤灰、膨润土和粉细砂的质量分数增加,改性浆液的泌水率和稠度值均逐渐减小; 2)改性浆液可显著抑制试块开裂破坏,提升抗变形能力,改性浆液扩散均匀稳定,凝固后形成复合密实结构,可有效降低隧道管片所受土体围岩压力; 3)盾构渣土-陶粒复掺改性浆液适用于地铁隧道同步注浆工程,可大幅消纳盾构渣土、降低施工成本、改善注浆加固质量。

关键词: 盾构渣土, 陶粒, 改性浆液, 同步注浆, 模型试验, 资源化利用

Abstract: Muck discharge from shield tunneling induces resource waste and environmental pollution. To address these issues, a study on the replacement of traditional raw materials in synchronous grouting with a mixture of shield muck and ceramsite is conducted with the aim of realizing efficient resource utilization of shield muck and optimizing the construction performance of tunnel synchronous grouting. Based on an interval project of the Zhengzhou Metro, five mix proportions ranging from 10% to 50% are designed. The muck-ceramsite composite mixture is adopted to replace fly ash, bentonite, and fine sand in conventional grout. Laboratory tests are performed to investigate the physico-mechanical properties of the grout, including compressive strength, bleeding rate, and consistency. Digital image correlation (DIC) technology is used to analyze the deformation characteristics of the test specimens. In addition, indoor model tests are conducted to observe the diffusion patterns and solidification effects of modified and ordinary grout, and the internal force variations in the tunnel segment lining are monitored. The results indicate that: (1) as the mass replacement ratio of shield muck and ceramsite for fly ash, bentonite, and fine sand increases, the bleeding rate and consistency of the modified grout gradually decrease; (2) the modified grout significantly delays crack initiation and failure in specimens, thereby improving their deformation resistance. Furthermore, the modified grout diffuses uniformly and stably, forming a dense composite structure upon solidification, which effectively reduces the earth confining pressure on tunnel segments; and (3) the modified grout mixed with shield muck and ceramsite is suitable for synchronous grouting in metro tunnel projects. It significantly consumes shield muck, lowers construction costs, and improves the quality of grouting reinforcement.

Key words: shield muck, ceramsite, modified slurry, synchronous grouting, model test, resource utilization