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现代矿业 ›› 2025, Vol. 41 ›› Issue (09): 102-107.

• 采矿工程 • 上一篇    下一篇

浅埋煤层采高与推进距离协同作用下地表沉陷演化模拟研究

常 青   

  1. 潞安化工集团王庄煤矿
  • 出版日期:2025-09-25 发布日期:2025-11-04

Simulation Study on Surface Subsidence Evolution under the Synergistic Effect of Mining Height and Advancing Distance in Shallow Coal Seam

  1. Wangzhuang Coal Mine of Lu ′an Chemical Group
  • Online:2025-09-25 Published:2025-11-04

摘要: 针对薄基岩浅埋煤层开采引发的地表沉陷突变问题,以山西大同市某矿 3504 工作面 为工程背景,采用理论分析、数值模拟与工程验证相结合的研究方法,系统揭示了采高与推进距离 协同作用下覆岩破断演化与地表移动变形的动态响应机制。通过 UDEC 离散元数值模拟软件,构 建薄基岩厚松散层地质模型,研究不同采高与推进距离协同作用下覆岩破断与地表移动变形规 律。结果表明:采高与推进距离的协同作用显著影响地表沉陷的阶段性特征;采高由 2.8 m 增至 6.8 m 时,顶板最大下沉量呈现非线性增长,增幅达 106.5%~202.3%,对应地表下沉量由 50 mm 急剧 增至 200 mm 以上;当采高超过 4.8 m 时,顶板碎胀支撑效应减弱,裂隙贯通度与垮落高度显著增 加,导致地表沉陷速率加快。研究进一步表明,推进距离达 80 m 后,覆岩破坏进入非稳定阶段,地 表下沉量陡增;在采高大于 4.8 m 时,推进至 100 m 后,地表沉陷量突破安全阈值。建议通过优化采 高(控制在 4.8 m 以下),采用分段支护技术或动态调整推进步距等措施,抑制裂隙贯通与覆岩失 稳,降低地表突变沉陷风险。

关键词: 浅埋煤层, 采高, 推进距离, UDEC, 数值模拟, 地表沉陷

Abstract: Aiming at the problem of surface subsidence mutation caused by shallow coal seam mining in thin bedrock,taking 3504 working face of a mine in Datong City,Shanxi Province as the engineering background,the dynamic response mechanism of overburden fracture evolution and surface movement and deformation under the synergistic effect of mining height and advancing distance is systematically revealed by combining theoretical analysis,numerical simulation and engineering verification. Through the UDEC discrete element numerical simulation software,the geological model of thin bedrock and thick loose layer is constructed,and the law of overburden fracture and surface movement and deformation under the syner⁃ gistic effect of different mining height and advancing distance is studied. The results show that the synergis⁃ tic effect of mining height and advancing distance significantly affects the stage characteristics of surface subsidence. When the mining height increases from 2.8 m to 6.8 m,the maximum roof subsidence increas⁃ es non-linearly by 106.5%~202.3%,and the corresponding surface subsidence increases sharply from 50 mm to more than 200 mm. When the mining height exceeds 4.8 m,the supporting effect of roof expansion is weakened,and the fracture penetration and caving height increase significantly,resulting in the acceler⁃ ation of surface subsidence rate. The study further shows that when the advancing distance reaches 80 m, the overburden failure enters the unstable stage,and the surface subsidence increases sharply. When the mining height is more than 4.8 m,the surface subsidence exceeds the safety threshold after advancing to 100 m. It is suggested that measures such as optimizing mining height (below 4.8 m),adopting segmented support technology or dynamic adjustment of advancing distance should be taken to inhibit fracture penetra⁃ tion and overburden instability and reduce the risk of surface sudden subsidence.

Key words: shallow coal seam, mining height, advancing distance, UDEC, numerical simulation, surface subsidence