刘小庆,黄强,池明波,等. 强采动地表双向主断面动态运移及特征边界反演[J]. 中国矿业,2023,32(11):187-196. DOI: 10.12075/j.issn.1004-4051.20230471
    引用本文: 刘小庆,黄强,池明波,等. 强采动地表双向主断面动态运移及特征边界反演[J]. 中国矿业,2023,32(11):187-196. DOI: 10.12075/j.issn.1004-4051.20230471
    LIU Xiaoqing,HUANG Qiang,CHI Mingbo,et al. Dynamic migration and characteristics boundary inversion of bidirectional main section of strong mining surface[J]. China Mining Magazine,2023,32(11):187-196. DOI: 10.12075/j.issn.1004-4051.20230471
    Citation: LIU Xiaoqing,HUANG Qiang,CHI Mingbo,et al. Dynamic migration and characteristics boundary inversion of bidirectional main section of strong mining surface[J]. China Mining Magazine,2023,32(11):187-196. DOI: 10.12075/j.issn.1004-4051.20230471

    强采动地表双向主断面动态运移及特征边界反演

    Dynamic migration and characteristics boundary inversion of bidirectional main section of strong mining surface

    • 摘要: 煤炭井下开采引发的地表沉陷导致地表建筑物产生不同程度的损害,准确刻画地表移动变形特征是井下保护煤柱留设以及采动损害评价的重要依据。基于采动地表沉陷的现场实测数据及理论分析,研究了大柳塔矿井大采高条件下采动地表双向主断面运移规律,对地表沉陷特征边界进行了反演。研究结果表明:倾向主断面方向的最大下沉值为−3 589 mm,倾斜正值的最大值为50.4 mm/m,曲率正值的最大值为1.18 m−1,位于574.976 m处,曲率负值的最小值为−1.4 m−1,位于524.936 m处。随着工作面逐渐向前推进,走向主断面采动地表下沉曲线呈现出典型的动态演化特征,地表下沉曲线由V型转变为U型,最大下沉值为−3 959 mm,倾斜正值的最大值为55.7 mm/m,位于700.013 m处,曲率正值最大值为1.59 m−1,位于700.013 m处。地表下沉系数为0.61,水平移动系数为0.32,主要影响半径为71.1 m,主要影响角正切为2.88,超前影响角为53°,最大下沉速度滞后角为70°。通过实测及反演地表移动与变形的真实情况,为大柳塔矿井地表沉陷规律的研究和岩移参数的求取奠定基础,也为类似地质条件下采动地表监测与特征边界反演提供了重要基础数据。

       

      Abstract: Surface subsidence caused by coal underground mining leads to different degrees of damage to surface buildings, and depicting the characteristics of surface movement and deformation accurately is an important basis for underground protection of coal column retention and mining damage evaluation. Based on the field measurement data and theoretical analysis of mining surface subsidence, analyzes the migration law of bidirectional main section of the mining surface under the condition of large-scale mining height in Daliuta Mine, and inverts the feature boundary of the surface subsidence characteristics. The results show that the maximum sink value in the direction of the inclination main section is −3 589 mm, the maximum value of the positive inclination value is 50.4 mm/m, the maximum value of the positive curvature value is 1.18 m−1, located at the position of 574.976 m, and the minimum value of the negative curvature value is −1.4−1 m, located at the position of 524.936 m. With the gradual advancement of the working face, the surface subsidence curve of the strike main section shows typical dynamic evolution characteristics, from the surface sinking curve from V shape to U shape, the maximum sinking value is −3 959 mm, the maximum value of positive inclination value is 55.7 mm/m, located at the position of 700.013 m, and the maximum value of the positive curvature value is 1.59 m−1, located at the position of 700.013 m. The surface subsidence coefficient is 0.61, the horizontal movement coefficient is 0.32, the main impact radius is 71.1 m, the main impact angle tangent is 2.88, the leading impact angle is 53°, and the maximum sinking velocity hysteresis angle is 70°. The measurement and inversion reflect the real situation of surface movement and deformation, which lays a good foundation for the study of surface subsidence rule and the calculation of rock movement parameters in Daliuta Mine, and also provides important basic data for mining surface monitoring and characteristics boundary inversion under similar geological conditions.

       

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