某矿山地表移动及岩层监测稳定性研究

Study on the stability of surface movement and strata monitoring in a mine

  • 摘要: 采空区是影响矿山安全生产的重大隐患之一,对采空区的探测和稳定性分析至关重要。本文以某金属矿山为例对其稳定性及上覆岩层变形监测进行分析,采用InSAR技术进行实测,通过FLAC3D数值模拟以及力学分析方法,分析遗留采空区稳定性和地表变形规律。结果表明:InSAR技术监测得到地表形变约为2 mm,地表建筑物形变约为2 mm,围岩二次应力的变化值最大为1.91 MPa。采空区围岩内部监测位移最大值为2.5 mm。采空区数值模拟地表变形分析矿区的地表最大沉降为2.7 mm。监测结果与理论分析及三维数值模拟分析结果基本吻合,整体上围岩内部位移量变化较小,未出现大的地压活动。采场围岩结构稳定性良好,地表沉降量微小,无显著形变,矿区地表及建筑物处于稳定状态。

     

    Abstract: The mined-out area is one of the great security risks for mine production. The detection and stability analysis of the mined-out area is very important for safety production. This paper took a metal mine as an example to analyze its stability and deformation monitoring of overlying strata. The InSAR technology was used for actual measurement, and FLAC3D numerical simulation and mechanical analysis methods were used to analyze the stability of the remaining mined-out area and surface deformation law. The results indicated that the surface deformation using the InSAR technology was approximately 2 mm, the surface building deformation was approximately 2 mm, and the maximum change value of the secondary stress of the surrounding rock was 1.91 MPa. The maximum internal monitoring displacement of the surrounding rock in the mined-out area was 2.5 mm. A Numerical simulation of the surface deformation of the goaf was used to analyze the surface of the mining area, and the maximum surface settlement was 2.7 mm. The monitoring results are consistent with the theoretical analysis and three-dimensional numerical simulation analysis results. On the whole, the internal displacement of the surrounding rock changes little, and there is no large ground pressure activity. The surrounding rock structure of the stope is stable, the surface subsidence is small, and there is no significant deformation. The mining area surface and buildings are in a stable state.

     

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