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矿井断裂构造分形特征及其对冲击地压影响的研究

兰天伟 王顺翔 张满仓 李柱 吴国强 房平 路凯翔 刘永豪 唐小富

兰天伟,王顺翔,张满仓,等. 矿井断裂构造分形特征及其对冲击地压影响的研究[J]. 工矿自动化,2024,50(10):112-119.  doi: 10.13272/j.issn.1671-251x.2024060092
引用本文: 兰天伟,王顺翔,张满仓,等. 矿井断裂构造分形特征及其对冲击地压影响的研究[J]. 工矿自动化,2024,50(10):112-119.  doi: 10.13272/j.issn.1671-251x.2024060092
LAN Tianwei, WANG Shunxiang, ZHANG Mancang, et al. Fractal characteristics of mine fracture structures and their impact on rockburst[J]. Journal of Mine Automation,2024,50(10):112-119.  doi: 10.13272/j.issn.1671-251x.2024060092
Citation: LAN Tianwei, WANG Shunxiang, ZHANG Mancang, et al. Fractal characteristics of mine fracture structures and their impact on rockburst[J]. Journal of Mine Automation,2024,50(10):112-119.  doi: 10.13272/j.issn.1671-251x.2024060092

矿井断裂构造分形特征及其对冲击地压影响的研究

doi: 10.13272/j.issn.1671-251x.2024060092
基金项目: 辽宁省“兴辽英才计划”项目(XLYC2007042)。
详细信息
    作者简介:

    兰天伟(1982—),男,辽宁阜新人,教授,博士,博士研究生导师,主要研究方向为矿山压力与岩层控制,E-mail: ltw821219@163.com

    通讯作者:

    王顺翔(1999—),男,山东青岛人,硕士研究生,主要研究方向为矿山压力与岩层控制,E-mail:w13310662652@163.com

  • 中图分类号: TD324

Fractal characteristics of mine fracture structures and their impact on rockburst

  • 摘要: 矿井断裂构造是诱发冲击地压的重要地质因素。为研究断裂构造对冲击地压的影响,以峻德井田为工程研究背景,采用地质动力区划法,将井田内的断裂构造按照不同长度等级划分为Ⅰ−Ⅴ级断块,利用分形理论中的盒维法计算了Ⅴ级断块分形维数,分析了断裂整体分形特征和断裂分区分形特征,探究了断裂构造分形维数与构造应力分布状态、冲击地压之间的耦合关系。结果表明:① 断裂整体分形维数与北西向断裂分形维数具有良好的一致性,北西向断裂对峻德井田冲击地压控制作用的程度较高,北东向断裂次之。② 不同走向断裂的分形维数不同,表明不同走向断裂在空间展布上表现出明显的差异性,反映了分形维数与断裂构造复杂程度呈正相关,即分形维数越大,断裂构造空间分布特征越复杂,越容易诱发冲击地压。③ 区域内的构造复杂程度越高,构造应力集中程度越高,煤层冲击地压主要发生在高应力区,表明构造复杂程度与构造应力集中程度一致性较高。研究成果从分形维数角度对断裂构造进行定量分析,为冲击地压危险性预测及防治提供了新思路。

     

  • 图  1  峻德井田断层与断裂构造位置关系

    Figure  1.  Location relationship between fault and fracture structure in Junde Mine Field

    图  2  峻德井田Ⅰ级断块

    Figure  2.  Grade I fault block in Junde Mine Field

    图  3  峻德井田Ⅴ级断块

    Figure  3.  Grade V fault block in Junde Mine Field

    图  4  峻德井田断裂走向

    Figure  4.  Fracture trend of Junde Mine Field

    图  5  峻德井田Ⅴ级断块分区

    Figure  5.  Zone of grade V fault block in Junde Mine Field

    图  6  不同走向断裂线性关系拟合

    Figure  6.  Linear relationship fitting of different fractures trend

    图  7  断裂分形维数等值线

    Figure  7.  Fracture fractal dimension contour

    图  8  17煤层最大主应力等值线

    Figure  8.  The maximum principal stress contour of No.17 coal seam

    图  9  17煤层最大主应力区域划分

    Figure  9.  Division of the maximum principal stress area of No.17 coal seam

    图  10  Ⅴ级断块构造分区与应力分区叠合

    Figure  10.  Superposition of grade V fault block zone and stress zone

    表  1  断裂构造划分

    Table  1.   Division of fracture structure

    断块断块长度/km
    Ⅰ级断块≤1 000
    Ⅱ级断块≤500
    Ⅲ级断块≤200
    Ⅳ级断块≤50
    Ⅴ级断块≤10
    下载: 导出CSV

    表  2  峻德井田Ⅴ级断块基本特征

    Table  2.   Basic characteristics of grade V fault block in Junde Mine Field

    断裂断裂走向/(°)断裂长度/km地貌特征
    Ⅲ−942135.36构造阶地
    Ⅳ−15614.66构造阶地
    Ⅳ−1915911.06构造阶地
    Ⅴ−480~908.12构造阶地
    Ⅴ−7121~1432.29构造阶地
    Ⅴ−98~1773.05
    Ⅴ−10172.39
    Ⅴ−110~102.70坡脚
    Ⅴ−12586.31构造阶地
    Ⅴ−131021.55
    Ⅴ−14114~1731.70坡脚
    Ⅴ−1754~684.30
    Ⅴ−18403.36构造阶地
    Ⅴ−23582.71构造阶地
    Ⅴ−27180.77坡脚
    下载: 导出CSV

    表  3  峻德井田Ⅴ级断块分形维数计算结果

    Table  3.   Calculation results of fractal dimension of grade V fault block in Junde Mine Field

    断裂类型 r/m Nr ln r ln Nr D R2
    整体断裂1000.000376.90783.73771.11300.9954
    500.0001066.21464.7791
    250.0002475.52155.5872
    125.0005294.82836.3404
    62.50011604.13527.0562
    31.25023453.44207.7600
    15.62547272.74898.4610
    南北向
    断裂
    1000.000286.90783.33221.00480.9999
    500.000586.21464.0604
    250.0001175.52154.7622
    125.0002304.82835.4381
    62.5004644.13526.1399
    31.2509243.44206.8287
    15.62518592.74897.5278
    北东向
    断裂
    1000.000146.90782.63910.95740.9990
    500.000246.21463.1781
    250.000475.52153.8501
    125.000924.82834.5218
    62.5001804.13525.1930
    31.2503613.44205.8889
    15.6257192.74896.5779
    北西向
    断裂
    1000.000216.90783.04451.01620.9987
    500.000516.21463.9318
    250.000975.52154.5747
    125.0001964.82835.2781
    62.5003884.13525.9610
    31.2507733.44206.6503
    15.62515472.74897.3441
    北西西向
    断裂
    1000.000126.90782.48490.95700.9997
    500.000226.21463.0910
    250.000445.52153.7842
    125.000834.82834.4188
    62.5001624.13525.0876
    31.2503203.44205.7683
    15.6256372.74896.4568
    下载: 导出CSV

    表  4  各分区断裂构造分形维数及相关系数

    Table  4.   Fractal dimension and correlation coefficient of fracture structure in each zone

    分区号 D R2 分区号 D R2
    4 1.4577 0.9916 24 0.9528 0.9455
    5 1.3564 0.9993 26 1.4577 0.9916
    6 1.0766 0.9544 27 1.3275 0.9892
    7 1.2948 0.9995 28 1.1921 0.9996
    8 1.0000 1.0000 29 1.1197 0.9978
    10 1.0537 0.9971 30 1.1197 0.9978
    11 1.5301 0.9986 31 1.1197 0.9978
    12 0.9911 0.9320 32 1.1921 0.9996
    14 1.1517 0.9811 33 1.1921 0.9996
    15 0.9955 0.9455 34 1.2045 0.9998
    16 1.4465 0.9999 35 1.2948 0.9995
    17 1.2282 0.9936 36 1.0000 1.0000
    19 0.9426 0.9959 37 1.1517 0.9811
    21 1.2922 0.9968 38 1.0000 1.0000
    22 1.1517 0.9811 39 1.1517 0.9811
    23 0.8801 0.9715 40 1.4764 0.9940
    下载: 导出CSV
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  • 收稿日期:  2024-06-28
  • 修回日期:  2024-10-31
  • 网络出版日期:  2024-09-29

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