付腾飞, 付宝杰. 考虑损伤的覆岩导水断裂带高度分析[J]. 煤矿安全, 2016, 47(7): 197-200.
    引用本文: 付腾飞, 付宝杰. 考虑损伤的覆岩导水断裂带高度分析[J]. 煤矿安全, 2016, 47(7): 197-200.
    FU Tengfei, FU Baojie. Height Analysis for Water-flowing Fracture Zone in Overlying Strata Considering Rock Damage[J]. Safety in Coal Mines, 2016, 47(7): 197-200.
    Citation: FU Tengfei, FU Baojie. Height Analysis for Water-flowing Fracture Zone in Overlying Strata Considering Rock Damage[J]. Safety in Coal Mines, 2016, 47(7): 197-200.

    考虑损伤的覆岩导水断裂带高度分析

    Height Analysis for Water-flowing Fracture Zone in Overlying Strata Considering Rock Damage

    • 摘要: 根据工作面采空区的空间形态和超限应力的特点, 利用弹塑性理论,考虑岩体的损伤特性,建立基础梁力学模型,得出了导水断裂带高度计算公式;利用并行电法测试技术探测潘三矿1622(3)工作面顶板导水断裂带发育高度,得到顶板导水断裂带发育高度为50 m,为平均采高的12.8倍;将理论计算值49.3 m与潘三矿实测数据进行对比,说明理论计算值与潘三煤矿实测数据基本吻合,相互得到验证,证明了该公式正确可靠。

       

      Abstract: According to the characteristics of spatial form and overstressing of goaf, using elastic-plastic theory and considering damage characteristics of rock mass, we build mechanical model of foundation beam and obtain formula of water flowing fractured zone height, and use parallel electrical testing technology to detect development height of roof water flowing fractured zone in Pansan Mine 1622 (3) working face, the results showed that: the development height of roof water flowing fractured zone is 50 m, 12.8 times of the average mining height. Compared theoretical calculation value of 49.3 m with the measured data of Pansan Mine, it illustrates that the theoretical values are consistent with the measure data of Pansan Coal Mine, and we proved the correctness and reliability of formula.

       

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