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隧道建设(中英文) ›› 2026, Vol. 46 ›› Issue (3): 491-506.DOI: 10.3973/j.issn.2096-4498.2026.03.004

• 研究与探索 • 上一篇    下一篇

盾构改良黏土流变特性与界面降黏试验

张涛1, 2, 袁哲2, 毕研超1, 3, 邓荣杰2, 于辰雨1, *, 李树忱1, 万泽恩1   

  1. (1. 中国矿业大学 深地工程智能建造与健康运维全国重点实验室, 江苏 徐州 221116; 2. 铁四院(湖北)工程监理咨询有限公司, 湖北 武汉 401122; 3. 济南市交通工程质量与安全中心, 山东 济南 250014)
  • 出版日期:2026-03-20 发布日期:2026-03-20
  • 作者简介:张涛(1992—),男,山东淄博人,2017年毕业于山东大学,结构工程专业,硕士,工程师,现从事地铁工程施工质量安全监督管理与研究工作。E-mail: 15098710756@163.com。*通信作者: 于辰雨, E-mail: chenyu_yu0321@163.com。

Rheological Properties of Modified Clay During Shield Tunneling and Interface Viscosity Reduction Tests

ZHANG Tao1, 2, YUAN Zhe2, BI Yanchao1, 3, DENG Rongjie2, YU Chenyu1, *, LI Shuchen1, WAN Ze′en1   

  1. (1. State Key Laboratory of Deep Underground Engineering Intelligent Construction and Healthy Operation, China University of Mining and Technology, Xuzhou 221116, Jiangsu, China; 2. Tiesiyuan (Hubei) Engineering Supervision Consulting Co., Ltd., Wuhan 401122, Hubei, China; 3. Jinan Center for Traffic Engineering Quality and Safety, Jinan 250014, Shandong, China)
  • Online:2026-03-20 Published:2026-03-20

摘要: 为解决当盾构穿越高黏性地层出现刀盘结泥饼与堵塞时,传统开舱高压水清理、单一化学改良等处理手段存在的作业风险高、地层适配性差的问题,提出一种界面降黏技术,通过“电场驱动+化学调控”耦合作用降低黏土-金属界面黏附力,开展界面降黏试验。依托济南地铁工程项目,采用4种黏粒质量分数土样(纳基膨润土、高岭土、标准石英砂)模拟工程现场黏性地层,选用TecSoil-210NF泡沫剂与TecSoil-260AC抗黏剂作为化学改良剂,通过倾斜板界面降黏试验、改良渣土流变试验及电-化协同渗透试验,分析电压、改良剂质量分数及土样类型对降黏效果的影响。试验结果表明: 1)抗黏剂与泡沫剂配合比0.3、质量分数3%、协同电压5 V时,黏土-金属界面黏附力降低效果最显著,黏土脱离金属时间最短,能耗与降黏效果达到最佳平衡; 2)改良剂性能受质量分数与温度影响显著,在3%质量分数、0.3配合比条件下半衰期表现最优,高温环境会使改良剂发泡倍率上升,但半衰期随之缩短; 3)改良剂掺入比在3%~6%降黏效果显著,当掺入比超过6%后,降黏效果趋于饱和。该界面降黏技术相较传统单一改良方法电渗效率大幅提升,其通过电场加速孔隙水迁移形成润滑水膜,结合改良剂的电荷中和与空间位阻作用破坏黏土絮凝结构,实现了降黏效果的协同提升,同时有效降低了能耗。

关键词: 黏性地层, 盾构堵塞, 渣土改良, 电渗透, 界面降黏

Abstract: During tunneling in high-viscosity strata, shield machines face various challenges, such as the accumulation of muck cake on the cutterhead and blockage. Traditional manual chamber entry with high-pressure water washing and single chemical conditioning presents high operational risks and poor adaptability to different strata. To address these challenges, an interfacial viscosity reduction technology that reduces clay-metal interfacial adhesion through the coupling of electric field driving and chemical regulation is proposed, and a series of interfacial viscosity reduction tests are conducted. Based on a metro project in Jinan, China, four soil samples with different clay contents, composed of sodium-based bentonite, kaolin, and standard quartz sand, are prepared to simulate field cohesive strata. Chemical conditioners, namely TecSoil-210NF foaming agent and TecSoil-260AC anti-sticking agent, are applied to conduct inclined plate interfacial viscosity reduction tests, rheological tests of conditioned soil, and electrochemical coupled permeation tests. Finally, the effects of voltage, conditioner concentration, and soil type on viscosity reduction performance are examined. The results show the following: (1) the viscosity reduction effect at the clay-metal interface is optimal, the clay detachment time is shortest, and the balance between energy consumption and viscosity reduction is best under a conditioner concentration of 3%, an anti-sticking agent/foaming agent ratio of 0.3, and a coupled voltage of 5 V; (2) the performance of the conditioner depends significantly on concentration and temperature, and the half-life is optimal at a concentration of 3% with an antisticking agent/foaming agent ratio of 0.3; higher temperature increases the foaming ratio but shortens the half-life; and (3) the viscosity reduction effect is significant when the conditioner concentration ranges from 3% to 6% and tends to saturate above 6%. This interfacial viscosity reduction technology greatly improves electro-osmosis efficiency compared with traditional single-component conditioning methods. It accelerates pore water migration to form a lubricating water film under the electric field and disrupts the clay flocculation structure through charge neutralization and steric hindrance of the conditioner, thereby achieving synergistically enhanced viscosity reduction and effectively reducing energy consumption.

Key words: cohesive strata, shield clogging, muck conditioning, electro-osmosis, interface viscosity reduction