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刘 辉, 左建宇, 苏丽娟, 程 桦, 朱晓峻, 张鹏飞, 王保国. 巨厚含水松散层下开采地表移动变形规律研究[J]. 煤炭科学技术, 2022, 50(5).
引用本文: 刘 辉, 左建宇, 苏丽娟, 程 桦, 朱晓峻, 张鹏飞, 王保国. 巨厚含水松散层下开采地表移动变形规律研究[J]. 煤炭科学技术, 2022, 50(5).
LIU Hui, ZUO Jianyu, SU Lijuan, CHENG Hua, ZHU Xiaojun, ZHANG Pengfei, WANG Baoguo. Study on surface movement and deformation laws in miningunder thick water-bearing loose layer[J]. COAL SCIENCE AND TECHNOLOGY, 2022, 50(5).
Citation: LIU Hui, ZUO Jianyu, SU Lijuan, CHENG Hua, ZHU Xiaojun, ZHANG Pengfei, WANG Baoguo. Study on surface movement and deformation laws in miningunder thick water-bearing loose layer[J]. COAL SCIENCE AND TECHNOLOGY, 2022, 50(5).

巨厚含水松散层下开采地表移动变形规律研究

Study on surface movement and deformation laws in miningunder thick water-bearing loose layer

  • 摘要: 巨厚含水松散层复杂地质采矿条件下开采地表移动变形规律存在一定的特殊性。为了研究巨厚含水松散层下开采地表移动变形规律,明确巨厚含水松散层对地表移动变形影响,以菏泽矿区为研究区域,在分析某矿1308工作面地表移动变形实测数据的基础上,采用FLAC3D数值模拟软件,流固耦合计算模拟了巨厚含水松散层下开采地表移动变形,分别制定了动态固结沉降方案、无含水层方案、含水层位置方案,量化计算了巨厚含水松散层渗流固结沉降量占比,总结了巨厚含水松散层渗流固结沉降动态规律,对比分析了有无含水层情况下煤层开采地表移动变形差异,研究了松散层内含水层位置对地表移动变形的影响。研究结果表明:某矿巨厚含水松散层采矿条件下受采动引起的渗流固结沉降占地表总下沉量的8.5%;随工作面推进,开挖变形和渗流固结沉降增量的变化可划分为同步增长期、动态变化期、同步减缓期3个阶段。巨厚松散层内含水层受采动影响产生的疏水渗流固结现象会导致地表移动变形增大、地表移动影响范围扩大,但最大曲率和最大水平变形的减小说明下沉盆地的整体形状更为平缓。地表变形参数与巨厚松散层内含水层位置之间存在相关性,通过相关性分析,建立了地表移动变形参数与松散层内含水层位置之间的关系模型。

     

    Abstract: There are certain particularities in the movement and deformation law of the mining surface under the complex geological mining conditions of the extremely thick water-bearing loose layer. In order to study the surface movement and deformation laws of mining under extremely thick water-bearing loose layer,and clarify the influence of the extremely thick water-bearing loose layer on the surface movement and deformation,the Heze mining area was used as the research area,and based on the analysis of the measured data of surface movement and deformation of No.1308 working face in Guotun coal mine,the FLAC3D numerical simulation software was used,and the fluid-solid coupling calculation simulated the surface movement under the thick water-bearing loose layer. The dynamic consolidation settlement scheme,non aquifer scheme and aquifer location scheme were separately formulated. The proportion of seepage consolidation settlement in the thick water-bearing loose layer was calculated quantitatively. The dynamic laws of seepage consolidation settlement of the thick water-bearing loose layer were summarized,comparative analysis of the difference in surface movement and deformation of coal seam mining with or without aquifers,the influence of the position of the aquifer in the loose layer on the movement and deformation of the surface was studied. The research results show that the seepage consolidation settlement caused by mining under the mining conditions of the extremely thick water-bearing loose layer in Guotun coal mine accounts for 8.5% of the total surface subsidence; With the advance of the working face,the changes of excavation deformation and seepage consolidation settlement increment can be divided into three stages:synchronous growth period,dynamic change period and synchronous slowdown period. The hydrophobic seepage and consolidation phenomenon of the aquifer in the thick loose layer affected by mining will cause the increase of surface movement deformation and the expansion of the influence range of surface movement,but the reduction of the maximum curvature and the maximum horizontal deformation indicates the overall shape of the subsidence basin more gentle. There is a correlation between the surface deformation parameters and the position of the aquifer in the thick loose layer,through correlation analysis,the relationship model between the surface movement deformation parameters and the position of the aquifer in the loose layer is established.

     

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