煤炭工程 ›› 2025, Vol. 57 ›› Issue (10): 149-155.doi: 10. 11799/ ce202510018

• 研究探讨 • 上一篇    下一篇

基于裂隙定量表征的切顶卸压沿空留巷覆岩运移规律研究

郗泽涛,郭俊庆,张百胜,刘晓旺,任霄洋,杨勇勇,李建飞   

  1. 1. 太原理工大学 原位改性采矿教育部重点实验室,山西 太原 030024

    2. 山西国源煤层气综合利用工程技术股份有限公司,山西 太原 030032

    3. 太原理工大学 矿业工程学院,山西 太原 030024

    4. 国能包头能源有限责任公司,内蒙古 包头 01700

    5. 山西柳林碾焉煤矿有限责任公司,山西 吕梁 033000

  • 收稿日期:2024-09-09 修回日期:2025-07-20 出版日期:2025-10-10 发布日期:2025-11-12
  • 通讯作者: 郭俊庆 E-mail:guojunqing286@163.com

Study on overburden migration law of goaf retaining roadway by cutting top and unloading pressure based on Avizo

  • Received:2024-09-09 Revised:2025-07-20 Online:2025-10-10 Published:2025-11-12

摘要:

为了定量统计分析切顶卸压沿空留巷覆岩裂隙发育情况,并以此确定合理的切顶高度,提出了基于Avizo软件的定量统计分析切顶卸压沿空留巷覆岩裂隙的方法。以碾焉煤矿8104回风巷道沿空留巷为工程背景,综合采用理论分析、数值模拟与现场工业性试验等,基于Avizo软件研究了不切顶及不同切顶高度下留巷覆岩运移规律及裂隙发育情况,并分析了切顶卸压沿空留巷矿压显现规律及其效果,结果表明:留巷巷道切顶卸压后对比不切顶而言,垮落带高度随切顶高度升高而升高,裂隙带高度与不切顶情况相同。切顶条件下,随切顶高度升高,巷内顶板裂隙面积及采空区矸石压实空隙面积均呈指数式降低,当切顶高度为12m时,切顶效果最好,与不切顶相比,巷内顶板裂隙面积及采空区矸石压实空隙面积降幅分别为49.2%和33.5%。切顶卸压沿空留巷巷道顶底板移近量及两帮移近量均呈现出缓慢变形、快速变形和变形趋于稳定3个阶段的显著特征,其中滞后工作面300m之后顶底板移近量和两帮移近量均稳定在400mm以内。

关键词: 切顶卸压 , 沿空留巷 , 3DEC , Avizo , 切顶高度

Abstract:

In order to quantitatively analyze the development of overburden fractures in the roadway along the headway for pressure relief at the cutting top, so as to determine the reasonable height of the cutting top, a quantitative statistical analysis method based on Avizo software was proposed. Based on the engineering background of 8104 return air roadway retaining along the headway in Nianyan Coal Mine, theoretical analysis, numerical simulation and field industrial tests are used to study the overlying rock migration law and fracture development of the retaining under the condition of no cutting and different cutting height based on Avizo software, The mining pressure development law and its effect of cutting roof relief along the headway retaining are also analyzed, The results show that: (1) The height of caving zone increases with the height of cutting top, and the height of fracture zone is the same as that without cutting top.(2) Under the condition of roof cutting, roof fissure area and gob gangue compacting void area decrease exponentially with the increase of roof cutting height. When the top cutting height is 12 m, the top cutting effect is the best. Compared with no roof cutting, roof fissure area and gob gangue compacting void area decrease by 74.3% and 38.4%, respectively. (3) The displacement of top and floor and the displacement of two sides along the goaf retaining roadway show three significant characteristics: slow deformation, rapid deformation and deformation tends to be stable. The displacement of top and floor and the displacement of two sides stabilize within 400 mm after the delayed working face is 300 m, which ensures the safe and efficient production of the mine.

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