管道型裂隙,突水封堵,磁性浆液,磁感应强度," /> 管道型裂隙,突水封堵,磁性浆液,磁感应强度,"/> 改性水泥基磁性浆液及磁注浆突水封堵研究

岩土力学 ›› 2026, Vol. 47 ›› Issue (7): 2248-2260.doi: 10.16285/j.rsm.2025.0868CSTR: 32223.14.j.rsm.2025.0868

• 基础理论与实验研究 • 上一篇    下一篇

改性水泥基磁性浆液及磁注浆突水封堵研究

刘杰1, 2,乔志存1,杨渝南1, 2,黎照3,莫承林1,鲍晓鹏1,蔡铭阳1   

  1. 1.三峡大学 三峡库区地质灾害教育部重点实验室,湖北 宜昌 443002;2.三峡大学 土木与建筑学院,湖北 宜昌 443002; 3.新余学院 建筑与设计学院,江西 新余 338000
  • 收稿日期:2025-08-12 接受日期:2025-11-25 出版日期:2026-07-13 发布日期:2026-07-08
  • 通讯作者: 杨渝南,女,1979年生,硕士,副教授,主要从事磁性工程材料等方面的研究工作。E-mail:yangyunan_11@126.com
  • 作者简介:刘杰,男,1979年生,博士,教授,主要从事磁性工程材料、深地岩体稳定性与支护等方面的研究工作。E-mail:liujiea@126.com
  • 基金资助:
    国家重点研发计划(No.2023***3106500);国家自然科学基金(No.52079071);湖北巴东地质灾害国家野外科学观测研究站开放基金(No.BNORSG202313)。

Research on modified cement-based magnetic slurry and magnetic grouting for water inrush plugging

LIU Jie1, 2, QIAO Zhi-cun1, YANG Yun-nan1, 2, LI Zhao1, MO Cheng-lin1, BAO Xiao-peng1, CAI Ming-yang1   

  1. 1. Key Laboratory of Geological Hazards on Three Gorges Reservoir Area, Ministry of Education, China Three Gorges University, Yichang 443002, China; 2. College of Civil Engineering & Architecture, China Three Gorges University, Yichang, Hubei 443002, China; 3. School of Architecture and Design, Xinyu University, Xinyu, Jiangxi 338000, China
  • Received:2025-08-12 Accepted:2025-11-25 Online:2026-07-13 Published:2026-07-08
  • Supported by:
    This work was supported by the National Key R&D Program of China (2023***3106500), the National Natural Science Foundation of China (52079071), the Open Fund of National Field Scientific Observation and Research Station for Geological Hazards in Badong, Hubei Province (BNORSG202313).

摘要:

涌突水是地下工程的主要地质灾害之一,传统注浆材料因留存率差、抗冲刷能力弱导致封堵效果不佳。基于此,自主研发了改性水泥基磁性注浆材料。开展了浆液磁吸附性能、扫描电子显微镜(scanning electron microscope,简称SEM)等测试,研究了磁粉掺量对磁吸附性能的影响,从微观角度揭示外加剂协同调控水泥颗粒分散、促进水化反应进程的胶结硬化机制;通过管道型裂隙突水封堵试验,研究不同磁粉掺量、封堵段长度及磁感应强度下,封堵压力缓增-骤升-骤降-稳定的时变规律。结果表明:磁感应强度从0.289 5 T提升至0.526 5 T,磁吸附性能提升28.12%;相同条件下磁感应强度从0.412 3 T提升至0.526 5 T,封堵水压力值提高24.7%;磁粉掺量从20%提高到40%,封堵水压可提升38.5%。通过耦合磁场力的纳维-斯托克斯(Navier-Stokes,简称N-S)方程,构建了磁场作用下突水封堵预测模型,封堵压力峰值的理论值与试验值误差小于9%,该模型对完善磁性浆液理论及工程应用具有一定的指导意义。

关键词: 管道型裂隙')">

管道型裂隙, 突水封堵, 磁性浆液, 磁感应强度

Abstract:

Water outbursts represent one of the primary geological hazards in underground engineering. Traditional grouting materials exhibit poor retention rates and weak erosion resistance, resulting in inadequate sealing effectiveness. To address this, the team independently developed a modified cement-based magnetic grouting material. Magnetic adsorption properties and SEM analyses were conducted to investigate the influence of magnetic powder dosage on magnetic adsorption performance. The study revealed the cementitious hardening mechanism at the microscopic level, where additives synergistically regulate cement particle dispersion and accelerate hydration processes. Through pipe-type fissure water ingress sealing tests, the pressure variation pattern—the "gradual increase-abrupt surge-sudden drop-stabilization" time-varying pattern—under different magnetic powder dosages, sealing section lengths, and magnetic induction intensities was systematically investigated. Results indicate that increasing magnetic induction intensity from 0.289 5 T to 0.526 5 T enhances magnetic adsorption performance by 28.12%; under identical conditions, raising magnetic induction intensity from 0.412 3 T to 0.526 5 T increases sealing water pressure by 24.7%; and increasing the magnetic powder content from 20% to 40% boosts the plugging water pressure by 38.5%. By coupling the magnetic field force with the Navier-Stokes (N-S) equation, a prediction model for water outburst plugging under magnetic field influence was established. The theoretical peak plugging pressure value exhibited an error of less than 9% compared to the experimental value. This model provides valuable guidance for refining the theory and engineering application of magnetic slurries.

Key words: pipe-type fissures, water inrush plugging, magnetic slurry, magnetic induction intensity

中图分类号: TU578;TB 333
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