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奥灰顶部超前区域治理浆液运移主控因素与扩散特征

Main controlling factors and diffusion characteristics of slurry migration in advanced regional grouting at the top of Ordovician limestone

  • 摘要: 为了研究奥灰顶部水平孔长距离注浆浆液运移的主控因素与扩散特征,采用多场耦合数值模拟和正交试验方法,将影响浆液运移的因素集分为注浆外在动力、浆液性质和地层特性三类,分析了注浆压力(A)、浆液密度(B)、浆液动力黏度(C)、多孔介质渗透率(D)、多孔介质孔隙率(E)5个因素对浆液运移的影响特征;采用现场示踪试验实测了浆液在奥灰顶部岩溶介质中水平和垂直方向的扩散范围。研究结果表明:浆液扩散范围受各因素的影响由强到弱顺序为D、E、A、C、B,地层特性是约束浆液扩散范围大小的最关键控制因素集,其次为外在动力和浆液性质;示踪试验表明浆液在水平方向扩散范围大于45 m,垂直向上方向扩散范围大于30 m,垂直向下方向扩散范围大于35 m,与数值模拟结果一致。研究获取了地面定向水平注浆孔的浆液运移特征及扩散范围实测数据,为底板水害超前区域治理工程的注浆层位选择、分支孔间距设置、效果检验等提供了依据和参考。

     

    Abstract: To investigate the main controlling factors and diffusion characteristics of long-distance slurry migration in horizontal boreholes at the top of the Ordovician limestone,this study employed multi-field coupled numerical simulations and orthogonal experimental design. The factors influencing slurry migration were classified into three categories:external groating driving forces,slurry properties,and formation characteristics. The individual effects of five factors—grouting pressure (A),slurry density (B),slurry dynamic viscosity (C),permeability (D),and porosity (E) of the porous medium—on slurry migration were systematically analyzed. Field tracer tests were also conducted to measure the horizontal and vertical diffusion ranges of the slurry within the karstic medium atop the Ordovician limestone. The results show that the factors rank in order of influence on slurry diffusion as D > E > A > C > B. Formation characteristics are the dominant factor group constraining the diffusion range,followed by external driving forces and slurry properties. Tracer tests revealed that the horizontal diffusion range exceeds 45 m,the vertical upward range exceeds 30 m,and the vertical downward range exceeds 35 m,which are consistent with the numerical simulation results. The tracer tests provided measured data on slurry migration and diffusion ranges for surface directional horizontal grouting boreholes; together with the numerical simulations, these data offer a basis and reference for selecting grouting horizons, determining branch-hole spacing,and evaluating the effectiveness of advanced regional floor water hazard control.

     

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