采动活化断层内水砂突涌规律及灾变机制

Regularity and mechanisms of water-sand inrushes within mining-activated faults

  • 摘要:
    背景 在煤炭地下开采过程中,断层内水砂混合物可能突涌至矿井底板,尤其在断层富水性强、充填物结构松散条件下,突涌灾害更为显著,严重威胁矿井安全生产。现有研究多集中于单一因素对突涌灾害的影响,因此系统研究多因素共同作用下断层内水砂混合物突涌规律具有重要意义。
    方法 基于流体力学与颗粒力学理论推导水砂混合物的失稳条件和流量公式,并通过三因素四水平正交试验方法,利用破碎岩石变形−渗流试验系统,研究黏土质量分数、砂石粒径和初始水压对突涌行为的影响。
    结果和结论 黏土对突涌行为具有显著抑制作用,当黏土质量分数达到40%时,突涌现象表现为极低的流量和负荷;初始水压为突涌主要驱动力,其增大会导致突涌强度显著增加;砂石粒径对突涌现象有着非线性调节作用,较小粒径与较大粒径均易使系统失稳,适中的砂石粒径可在渗透性和系统稳定性之间达到平衡;通过多因素统计分析,明确各因素对突涌现象的影响程度由大到小为:黏土含量(即黏土质量分数)、初始水压、砂石粒径,预测使流量、负荷和孔隙水压分别达到最小的最优试验条件组合为:黏土质量分数30%、初始水压0.3 MPa、砂石粒径分别为0.3,0.5、1,2)和0.5,1.0) mm。研究成果可为采动活化断层导致的水砂突涌灾害防治提供理论依据。

     

    Abstract:
    Background During underground coal mining, water-sand mixtures within faults may rush into mine floors. The water-sand inrushes are especially prominent under the conditions of high water-yield properties and loose filling structures in fault zones, severely threatening the safe mining of coal mines. Previous studies focus primarily on the impact of a single factor on inrushes. Hence, it is significant to systematical investigate the regularity of water-sand inrushes within faults under the combined effects of multiple factors.
    Methods Based on the fluid and granular mechanic theories, this study derived the instability criterion and flow formulas of water-sand mixtures. Using orthogonal experiments on three factors at four levels, along with a deformations-seepage test system for fractured rocks, this study investigated the impacts of clay mass fraction, sand-grain size, and initial water pressure on the inrush behavior.
    Results and Conclusions  Clay significantly inhibited the inrush behavior. Under a clay mass fraction of 40%, the inrush behavior exhibited extremely low flow and load. The initial water pressure served as the primary force driving the inrush behavior. An increase in initial water pressure significantly enhanced the inrush intensity. The sand grain size manifested a nonlinearly regulating effect on the inrush behavior. Small or large sand grain sizes were prone to cause system instability, while moderate grain sizes could balance permeability and system stability. The multivariate statistical analysis reveals that the impacts of various factors on the inrush behavior decreased in the order of clay content, initial water pressure, and sand-grain size. The predicted optimal test conditions to minimize the flow, load, and pore water pressure include a clay mass fraction of 30%, an initial water pressure of 0.3 MPa, and sand grain size ranges of 0.3, 0.5 mm, 1, 2 mm, and 0.5, 1.0) mm, respectively. The results of this study will provide a theoretical basis for the prevention and control of water-sand inrushes caused by mining-induced fault activation.

     

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