煤炭工程 ›› 2025, Vol. 57 ›› Issue (12): 136-143.doi: 10. 11799/ ce202512018

• 研究探讨 • 上一篇    下一篇

特厚煤层开采覆岩裂隙演化规律及分形特征研究

彭宝山,刘前进,杨学孟,李质峰   

  1. 1. 国网能源准东煤电有限公司 准东二矿,新疆 昌吉 650000

    2. 天地科技股份有限公司 开采设计事业部,北京 100013

  • 收稿日期:2024-11-22 修回日期:2024-12-23 出版日期:2025-12-11 发布日期:2026-01-26
  • 通讯作者: 樊克松 E-mail:1732091292@qq.com

Fractal evolution of mining fracture in overlying rock of thick coal seam based on box covering method

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  • Received:2024-11-22 Revised:2024-12-23 Online:2025-12-11 Published:2026-01-26

摘要:

特厚煤层开采导致上覆岩层采动响应更为剧烈,为精准厘清其覆岩采动裂隙的演化规律,保障工作面安全高效生产及保护地表生态环境,以新疆永宁煤矿2303工作面为工程背景,采用离散元数值模拟方法,直观表征特厚煤层采动影响下覆岩裂隙的发育特征,揭示导水裂隙带与垮落带随工作面推进的演化规律;结合分形几何理论,通过盒形覆盖法实现裂隙发育程度的精确量化分析。结果显示:该工作面特厚煤层开采后,垮落带发育高度为51.10m,导水裂隙带发育高度为148.11m,垮采比为5.77、裂采比为16.63;随工作面推进,裂隙带高度呈现“发育—增长—稳定”三个阶段的特征,垮落带高度则伴随基本顶与亚关键层的破断历经两次“骤增—缓降”的循环。采动覆岩裂隙发育具有显著的分形特征,整体分形维数随工作面推进呈“两端大、中间小”的马鞍形动态变化:采空区两侧(主裂隙区)的平均分形维数分别为1.001和0.978,是采空区的主要导水通道;距底板150m处的离层发育区分形维数为0.904,易形成地下水富集空间。通过拟合分形维数演化曲线,推算出推进距离达71.18m时分形维数达到峰值,此节点与顶板大面积垮落阶段精确对应。

关键词: 覆岩裂隙, 裂隙演化, 导水裂隙带, 分形维数, 特厚煤层

Abstract:

The mining of super thick coal seam causes more intense overlying rock activities. It is of great significance to accurately grasp the mining fracture variation law of super thick coal seam overlying rock for safe and efficient production of working face and protection of surface ecological environment. Taking the 2303 working face of a mine in Xinjiang as the engineering background, this paper intuitively describes the fracture characterization of overburden rock under the influence of mining movement of extremely thick coal seam based on discrete element numerical simulation, and reveals the development law of fracture zone and caving zone along with continuous mining of coal seam. The research results show that: The development height of caving zone and water-conducting fracture zone is 51.10 m and 148.11 m, respectively. The caving ratio is 5.77 and the fissure ratio is 16.63. With the advance of mining, the development of fracture zone and caving zone goes through three stages and two cycles: the height of fracture zone goes through a stage of development-growth-stability; The height of the caving zone experienced two cycles of sudden increase and slow decrease with the breaking of the old top and the subkey layer. Based on the discrete element numerical simulation results, fractal geometry theory is introduced and box covering method is adopted to accurately and quantitatively describe the development degree of mining overlays in extremely thick coal seams. The results show that: Under the influence of mining, the fracture development of overlying rock has excellent fractal characteristics. With the progressive advance of coal seam, the overall fractal dimension presents a dynamic change, and the overall fractal dimension presents a "saddle-shaped" feature with large at both ends and small in the middle. The average fractal dimension on both sides of the goaf reaches 1.001 and 0.978 respectively, which are the main water channels of the goaf. The development zone of the separate layer at the height of 150 m from the floor reaches 0.904, which is easy to accumulate groundwater. Based on the fractal dimension calculation results, the fractal dimension evolution curve is fitted, and the fractal evolution law of overlying rock cracks under different advancing steps is further revealed. It is inferred that the shape dimension reaches the maximum when the advancing distance reaches 71.18m, corresponding to the large-area roof caving stage. The research conclusions of this paper can provide reference and basis for the analysis of mining-induced fissure variation of overlying rock in super thick coal seam under similar conditions.

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