近距离倾斜多煤层重复采动覆岩裂隙发育规律研究

    Research on development law of repeated mining overburden fractures in close inclined multiple coal seams

    • 摘要: 在顶板水害防治领域,导水裂隙带演化高度是水害防治的重要参数之一。为了研究近距离倾斜煤层重复采动导水裂隙带演化规律,以某矿1505工作面为研究对象,采用理论分析、数值模拟及现场实测对其进行研究。基于工作面地质条件及覆岩破断特征建立重复采动覆岩组合岩梁力学模型,并根据该模型及矿山压力控制理论推导出重复采动导水裂隙带理论预测公式;采用FLAC3D数值模拟软件建立由累计采高、工作面斜长、上覆岩层抗拉强度、工作面采深4种因素影响的数值模型,分析了导水裂隙带与各个因素之间的关系曲线,验证理论预测公式的合理性;并根据现场实测值来进一步验证理论预测公式的合理性。研究表明:数值模拟重复采动导水裂隙带高度为48.5 m,且重复采动导水裂隙带高度呈“快速增长−平稳增长−逐渐稳定”的趋势;累计采高、工作面斜长、采深3个因素与导水裂隙带发育高度呈正相关关系,上覆岩层抗拉强度与导水裂隙带发育高度呈现负相关关系;理论预测公式计算重复采动导水裂隙带发育高度为47.6 m,现场实测值为47.23 m,经验公式计算为45.6 m,理论计算结果更接近实测值;该预测公式可以作为近距离煤层重复采动导水裂隙带演化高度的计算依据,为相似地质条件下近距离重复采动导水裂隙带发育高度预测提供一定的参考依据。

       

      Abstract: In the field of roof water hazard prevention and control, the evolution height of water conducting fissure zone is one of the important parameters of water hazard prevention. In order to study the evolution law of repeated mining induced water fracture zone in close inclined coal seam, the 1505 working face of a mine was taken as the research object by theoretical analysis, numerical simulation and field measurement. Based on the geological conditions of the working face and the fracture characteristics of overlying rock, the mechanical model of the overlying rock composite beam is established, and the theoretical prediction formula of the water-induced fracture zone is deduced according to the model and the mine pressure control theory; using FLAC3D numerical simulation software, a numerical model was established, which was influenced by four factors: cumulative mining height, slope length of working face, tensile strength of overlying strata and mining depth of working face. The relation curves of the water-conducting fracture zone and each factor were analyzed, and the rationality of the theoretical prediction formula was verified. The rationality of the theoretical prediction formula is further verified according to the measured values in the field. The results show that the height of the repeated mining water-conducting fracture zone is 48.5 m, and the height of the repeated mining water-conducting fracture zone shows a trend of “rapid growth-steady growth-gradually stable”. The three factors of cumulative mining height, oblique length of working face and mining depth are positively correlated with the development height of water-conducting fracture zone, while the tensile strength of overlying strata is negatively correlated with the development height of water-conducting fracture zone. The theoretical prediction formula calculated the development height of the repeated mining induced water fracture zone as 47.6 m, the field measured value as 47.23 m, the empirical formula calculated as 45.6 m, the theoretical calculation results are closer to the measured value. The prediction formula can be used as the basis for calculating the evolution height of the repetitive mining water-conducting fracture zone in close coal seam, and provide a certain reference for predicting the development height of the repetitive mining water-conducting fracture zone in similar geological conditions.

       

    /

    返回文章
    返回