基于地下水动力学的地铁隧道裂隙水预测分析

Prediction Analysis of Fissure Water in Metro Tunnels Based on Groundwater Dynamics

  • 摘要: 针对城市中土岩组合的矿山法地铁隧道的实际情况,文章基于隧道潜水含水体的连续多孔介质模型建立了潜水含水体与裂隙含水体的组合介质分析模型;结合地下水动力学理论,推导了适用于该模型的裂隙水涌水量预测公式,并给出了公式中参数的具体取值方法,提出了该公式在地铁隧道注浆加固断面的涌水量预测中的应用方法。以青岛地铁隧道工程为依托,分别用解析法和数值分析法预测了隧道的涌水量,并与现场试验测量值进行了对比分析。分析结果表明,解析公式预测值误差较小,具有较高的工程应用价值。最后,分析了不同的洞室形状对隧道涌水的影响,得出了在地铁工程中断面形状对涌水量影响较小的结论。基于以上研究,文章推导的解析公式对土岩组合地层中地铁隧道涌水量的预测具有较高的适用性。

     

    Abstract: With respect to mined metro tunnelling in mixed ground, a combined phreatic water and fissure water media analysis model is established based on the continuous porous media model for a phreatic aquifier, a formula and specific parementer values used to predict fissure water inflow are derived in light of the dynamics of groundwater, and the application method for the above formula for predicting water inflow at the grouting-reinforced section of metro tunnels is put forward. Using the Qingdao metro tunnel as an example, the water inflow is predicted by the analytical method and the numerical analysis method, respectively, and is compared with the measured values at the site. Analysis results show that the estimation error is lower for the analytical method. In addition, the effects of different tunnel shapes on water inflow are analyzed and it is concluded that the section type has little effect on the water inflow. Thus, the derived analytic formula has high applicability for predicting water inflow in mined metro tunnels in combined rock and soil strata.

     

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