裂隙岩体注浆磁性浆液性能及运移轨迹示踪研究

Performance and migration path tracing of magnetic grouts for fractured rock masses

  • 摘要:
    目的 注浆封堵采动裂隙是黄河流域中段煤矿区防治顶板水害并协同保护地下水资源的有效途径。目前,浆液运移轨迹的准确判识仍是制约裂隙岩体注浆改造技术深入推广的瓶颈问题。
    方法 选择黄河流域中段侏罗纪煤田受顶板水害与水资源短缺双重威胁的煤矿为研究区,针对煤层顶板裂隙岩体注浆浆液运移轨迹磁性示踪问题开展研究,通过室内测试分析、物理相似模拟及理论计算等手段,采用磁性粒子作为示踪剂,分析磁性浆液性能、微观结构及磁响应特征,开展裂隙岩体注浆浆液运移轨迹示踪试验,分析浆液运移轨迹磁性强度分布特征。
    结果和结论 浆液性能测试结果显示,磁性浆液的最佳配比为水灰比1.0∶1.0、磁性粒子占15%、磁性粒子粒径0.2 μm,制备的浆液兼有固体磁性粒子磁性和普通水泥浆液特性;分析得到裂隙岩体试样磁性监测图中浆液运移轨迹与实物图及声发射定位图中的裂隙位置及形状基本吻合,证明了磁性监测强度能够表征裂隙岩体注浆浆液运移轨迹。提出裂隙岩体注浆浆液运移磁性强度解算方法,得到了裂隙岩体内部中心位置各点处的磁性强度值,解算得到的浆液运移轨迹与实际注浆后的试样内部浆液流动轨迹基本一致,进一步验证了利用磁性强度表征裂隙岩体注浆浆液运移轨迹的可靠性。研究成果有助于解决裂隙岩体注浆浆液运移轨迹准确判识的难题,为裂隙岩体注浆参数设计与效果评价提供依据。

     

    Abstract:
    Objective For coal mining areas in the middle reaches of the Yellow River basin, sealing mining-induced fractures via grouting serves as an effective approach to preventing water inrushes from coal seam roofs while also protecting groundwater resources. However, accurately identifying the migration paths of grouts remains a bottleneck for the further application of grouting modification technology to fractured rock masses.
    Methods This study investigated a coal mine threatened by both water inrushes from the coal seam roof and a short supply of water resources within the Jurassic coalfield in the middle reaches of the Yellow River basin, focusing on the magnetic tracing of the migration paths of grouts in fractured rock masses within the coal seam roof. Employing a range of techniques, includ-ing laboratory tests and analysis, physical simulations using similar materials, and theoretical calculations, this study ana-lyzed the performance, microstructures, and magnetic responses of magnetic grouts. Furthermore, using magnetic particles as a tracer, this study carried out tracing experiments on the migration paths of grouts in fractured rock masses and exam-ined the distribution of magnetic intensity along the paths.
    Results and Conclusions The performance test results indicate that the optimal mix ratios of the magnetic grouts included a water-cement ratio of 1.0∶1.0, along with a mass fraction of 15% and a particle size of 0.2 μm for magnetic particles. The grouts prepared using such mix ratios exhibited both the magnetic properties of solid magnetic particles and the properties of ordinary cement grouts. The analytical results reveal that the migration paths of grouts in the specimens of fractured rock masses, as plotted in the magnetic intensity monitoring diagrams, were roughly consistent with the fracture locations and shapes in the physical diagrams and the fracture localization maps derived using acoustic emission tests. Such consistency demonstrates that the magnetic intensity monitoring can be used to characterize the migration paths of grouts in fractured rock masses. Using the proposed method for calculating the magnetic intensity of grouts migrating in fractured rock masses, the magnetic intensity at various points of the centers of the fractured rock masses was determined. Furthermore, the calculated migration paths of grouts were largely consistent with the actual flow paths observed in the grouted specimens, further verifying that it is relia-ble to characterize the migration paths of grouts in fractured rock masses based on magnetic intensity. The results of this study help address the challenge of accurately identifying the migration paths of grouts in fractured rock masses, providing a basis for the parameter design and performance evaluation of grouts for these rock masses.

     

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