缓倾层状结构高陡采动斜坡变形特征研究

赵建军, 王子贤, 严浩元, 赖琪毅, 余建乐, 李清淼, 朱要强, 董建辉. 缓倾层状结构高陡采动斜坡变形特征研究[J]. 水文地质工程地质, 2022, 49(2): 174-183. doi: 10.16030/j.cnki.issn.1000-3665.202105029
引用本文: 赵建军, 王子贤, 严浩元, 赖琪毅, 余建乐, 李清淼, 朱要强, 董建辉. 缓倾层状结构高陡采动斜坡变形特征研究[J]. 水文地质工程地质, 2022, 49(2): 174-183. doi: 10.16030/j.cnki.issn.1000-3665.202105029
ZHAO Jianjun, WANG Zixian, YAN Haoyuan, LAI Qiyi, YU Jianle, LI Qingmiao, ZHU Yaoqiang, DONG Jianhui. Deformation characteristics of a high and steep mining slope with gently-inclined layered structure[J]. Hydrogeology & Engineering Geology, 2022, 49(2): 174-183. doi: 10.16030/j.cnki.issn.1000-3665.202105029
Citation: ZHAO Jianjun, WANG Zixian, YAN Haoyuan, LAI Qiyi, YU Jianle, LI Qingmiao, ZHU Yaoqiang, DONG Jianhui. Deformation characteristics of a high and steep mining slope with gently-inclined layered structure[J]. Hydrogeology & Engineering Geology, 2022, 49(2): 174-183. doi: 10.16030/j.cnki.issn.1000-3665.202105029

缓倾层状结构高陡采动斜坡变形特征研究

  • 基金项目: 国家自然科学基金项目(41877273);国家创新研究群体科学基金项目(41521002)
详细信息
    作者简介: 赵建军(1980-),男,教授,博导,从事工程地质和岩土工程科研和教学工作。E-mail:zjjtc@126.com
  • 中图分类号: TU413.6+2

Deformation characteristics of a high and steep mining slope with gently-inclined layered structure

  • 采空区深度、平面位置等控制缓倾层状结构采动斜坡的变形特征,直接影响采动斜坡整体稳定性。近年来,国内外学者针对地下采煤引起上覆岩体变形开展了大量研究,但目前采空区特征对斜坡关键位置的影响作用揭示还不够深入。贵州省发耳煤矿尖山营变形体是典型的缓倾层状结构采动斜坡,具有上陡下缓、上硬下软的特征。文章以发耳尖山营变形体为例,采用地质过程机制定性分析和数值模拟方法研究了多层开采与不同深度单层开采对斜坡变形的影响,揭示采空区宽度、深度及深厚比等参数对斜坡变形特征的影响。结果表明:多层开采导致斜坡坡脚破坏和整体塌陷,引起斜坡产生显著向坡外的水平位移,导致竖向位移远大于煤层开采总厚度;采空区跨越坡脚致使开采深厚比急剧减小,采动裂隙更易扩展至地表,是坡脚附近岩体产生破坏的重要因素;采空区宽度增大、多层采动会显著加剧斜坡变形,采空区深度增加可减小斜坡变形量值,但显著增加变形范围。在地形起伏强烈地区采煤,通过优化工作面布置,防止开采深厚比急剧减小、控制采空区宽度、避免重复采动以及开采更深部煤层对斜坡稳定性有利。

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  • 图 1  研究区工程地质平面图和三维影像图

    Figure 1. 

    图 2  研究区工程地质剖面图

    Figure 2. 

    图 3  数值模拟模型与坡表位移监测点

    Figure 3. 

    图 4  数值模拟模型结构面分布

    Figure 4. 

    图 5  各煤层开采分步示意图(单位:m)

    Figure 5. 

    图 6  全开采模型斜坡位移特征、裂隙扩展特征以及合位移矢量特征(位移单位:m)

    Figure 6. 

    图 7  全开采模型斜坡变形特征

    Figure 7. 

    图 8  单层开采不同深度条件下各模型合位移特征(位移单位:m)

    Figure 8. 

    图 9  单层开采不同深度条件下各模型裂隙扩展特征

    Figure 9. 

    图 10  单层开采各模型坡表位移监测结果

    Figure 10. 

    图 11  各煤层不同斜坡位置深厚比

    Figure 11. 

    表 1  煤层开采参数及采空区特征对比

    Table 1.  Coal seam mining parameters and goaf characteristic comparison

    煤层序号开采深度/m开采长度/m采空区是否
    含有煤柱
    采空区是否
    跨越坡脚
    第一层(M1)272.89444.95
    第二层(M3)301.10420.88
    第三层(M5-2)303.18295.43
    第四层(M5-3)345.25285.31
    第五层(M7)390.26542.29
    第六层(M10)512.38397.00
    下载: 导出CSV

    表 2  数值模拟计算参数

    Table 2.  Numerical simulation calculation parameters

    微观参数粉砂岩泥质粉砂岩泥岩煤层
    线性接触模量/GPa 7 6 2 2
    线性接触刚度比 1.8 2 2.2 2.4
    黏结模量/GPa 7 6 2 2
    黏结刚度比 1.8 2 2.2 2.4
    法向黏结强度/MPa353010 9
    切向黏结强度/MPa353010 9
    摩擦角/(°)23201510
    节理刚度比1
    节理摩擦系数 0.3
    下载: 导出CSV
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出版历程
收稿日期:  2021-05-19
修回日期:  2021-08-03
刊出日期:  2022-03-15

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