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基于非饱和渗流-应力-损伤耦合模型的煤层底板突水演化及电场响应特征研究

Water inrush evolution and electric field response characteristics of mining-induced coal seam floor based on the unsaturated seepage-stress-damage coupling model

  • 摘要: 为探究采动煤层底板突水演化机制及电法监测响应特征,本文基于损伤力学理论、Richards非饱和渗流方程及两相Archie公式,构建了一种考虑电场特性的非饱和岩石渗流-应力-损伤多场耦合模型。通过COMSOL有限元实现模型求解,基于数值算例验证了模型在模拟非饱和岩石流体驱动破裂过程的有效性,进一步将其应用于某矿工作面,开展不同水压工况下底板破坏特征分析,研究结果表明:3 MPa含水层水压下底板未形成突水通道且破坏深度与现场钻孔探测结果基本一致,4 MPa水压下回采120 m时采空区两侧形成了沟通承压含水层与采空区的突水通道,模拟结果与突水系数法判断结论相符。同步建立了基于Wenner α装置的回采过程视电阻率正演成像计算模型,并引入视电阻率变化率作为动态识别指标,可有效识别采动破坏带高阻特征与富水通道低阻特征,及时捕捉低阻区向上扩展、高阻区回缩、电阻负变化率异常区及电极供电电压异常下降等突水前兆信息。本研究深化了对突水演化过程中电场响应机理的动态认识,弥补了传统模型在非饱和渗流与电场耦合方面的不足,为采动煤层底板突水机理分析与监测预警研究提供参考支撑。

     

    Abstract: To investigate the evolution mechanism of floor water inrush and its corresponding electrical monitoring response characteristics in mining-affected coal seams, this study develops a seepage-stress-damage multi-field coupling model for unsaturated rocks considering electrical field properties, based on damage mechanics theory, Richards' unsaturated seepage equation, and the two-phase Archie’s law. The model is solved using COMSOL Multiphysics finite element software. Its effectiveness in simulating fluid-driven fracturing processes of unsaturated rocks is verified through numerical examples. Furthermore, the model is applied to a working face of a coal mine to analyze floor failure characteristics under different water pressure conditions. The results indicate that: under an aquifer water pressure of 3 MPa, no water inrush channel forms in the floor, and the damage depth is basically consistent with field borehole detection results; when 120 m of mining is completed under a water pressure of 4 MPa, water inrush channels connecting the confined aquifer and the gob are formed on both sides of the gob, with simulation results consistent with the judgment conclusions of the water inrush coefficient method. Simultaneously, a forward modeling and imaging calculation model of apparent resistivity during the mining process based on the Wenner α array is established, and the apparent resistivity change rate is introduced as a dynamic identification index. This model can effectively identify the high-resistance characteristics of mining-induced damage zones and the low-resistance characteristics of water-conducting channels, and timely capture water inrush precursor information such as the upward expansion of low-resistance zones, retraction of high-resistance zones, abnormal zones with negative apparent resistivity change rates, and abnormal drops in electrode supply voltage. This study deepens the dynamic understanding of the electrical field response mechanism during the water inrush evolution process, addresses the deficiencies of traditional models in coupling unsaturated seepage with electrical fields, and provides a reference basis for the analysis of floor water inrush mechanisms and monitoring and early-warning research for mining-affected coal seams.

     

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