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现代矿业 ›› 2022, Vol. 38 ›› Issue (10): 247-.

• 安全·环保 • 上一篇    下一篇

软弱破碎矿岩开采下地面沉降分析与预测

黄小忠 李国平   

  1. 安徽马钢矿业资源集团姑山矿业有限公司
  • 出版日期:2022-10-25 发布日期:2023-05-23

Analysis and Prediction of Ground Subsidence under Mining of Soft and Broken Ore and Rock

HUANG Xiaozhong LI Guoping   

  1. Gushan Mining Co.,Ltd. ,Anhui Masteel Mining Resources Group
  • Online:2022-10-25 Published:2023-05-23

摘要: 某铁矿围岩极其软弱破碎,而且回采后充填状况不佳,经历多年开采后导致地面出 现不同程度沉降。在对矿区地面沉降监测数据统计的基础上,研究沉降区地面沉降变化规律。结 果表明,矿区经历缓慢变形和地表沉降盆地2 个阶段,无论是垂直沉降还是水平扩展都呈现加速 态势。垂直方向的最大累计沉降量为1 078 mm,最大沉降速度为1.56 mm/d;水平位移主要为东北 方向,最大累计位移量达1 168.5 mm,最大扩展速度为1.73 mm/d。围岩软弱、采矿扰动大、矿体赋 存条件差和充填工艺不佳是导致地面沉降的主要因素。通过建立数理统计模型,对最近1 个月的 累计沉降量进行预测,最高精度达99.5%。

关键词: 软弱围岩, 地下开采, 地面沉降

Abstract: The surrounding rock of an iron mine is extremely soft and broken,and the filling condi⁃ tion is not good after mining. After years of mining,the ground has different degrees of subsidence. Based on the statistics of land subsidence monitoring data in mining area,the variation law of land subsidence in subsidence area is studied. The results show that the mining area has experienced two stages of slow defor⁃ mation and surface subsidence basin,both vertical subsidence and horizontal expansion are accelerating. The maximum cumulative settlement in vertical direction is 1 078 mm,and the maximum settlement veloci⁃ ty is 1.56 mm/d. Horizontal displacement is mainly in the northeast direction,the maximum cumulative dis⁃ placement of 1 168.5 mm,the maximum expansion rate of 1.73 mm/d. Weak surrounding rock,large min⁃ ing disturbance,poor ore body occurrence conditions and poor filling process are the main factors leading to land subsidence. By establishing a mathematical statistical model to predict the cumulative settlement of the last month,the highest accuracy is 99.5%.

Key words: soft surrounding rock, underground mining, land subsidence