刘少林, 张丹, 张平松, 王嘉诚, 施斌. 2016: 基于分布式光纤传感技术的采动覆岩变形监测. 工程地质学报, 24(6): 1118-1125. DOI: 10.13544/j.cnki.jeg.2016.06.011
    引用本文: 刘少林, 张丹, 张平松, 王嘉诚, 施斌. 2016: 基于分布式光纤传感技术的采动覆岩变形监测. 工程地质学报, 24(6): 1118-1125. DOI: 10.13544/j.cnki.jeg.2016.06.011
    LIU Shaolin, ZHANG Dan, ZHANG Pingsong, WANG Jiacheng, SHI Bin. 2016: DEFORMATION MONITORING OF OVERBURDEN BASED ON DIS-TRI-BUT-ED OPTICAL FIBER SENSING. JOURNAL OF ENGINEERING GEOLOGY, 24(6): 1118-1125. DOI: 10.13544/j.cnki.jeg.2016.06.011
    Citation: LIU Shaolin, ZHANG Dan, ZHANG Pingsong, WANG Jiacheng, SHI Bin. 2016: DEFORMATION MONITORING OF OVERBURDEN BASED ON DIS-TRI-BUT-ED OPTICAL FIBER SENSING. JOURNAL OF ENGINEERING GEOLOGY, 24(6): 1118-1125. DOI: 10.13544/j.cnki.jeg.2016.06.011

    基于分布式光纤传感技术的采动覆岩变形监测

    DEFORMATION MONITORING OF OVERBURDEN BASED ON DIS-TRI-BUT-ED OPTICAL FIBER SENSING

    • 摘要: 采用基于布里渊背向散射的分布式光纤传感技术(BOTDR),监测煤层采动过程中覆岩的变形情况。以淮南矿区某工作面为例,在煤层开采之前,通过钻孔安装工艺将分布式传感光缆植入到覆岩中,然后进行封孔注浆,使传感光缆与围岩变形协调。随着工作面的逐步推进,通过获取和分析传感光缆的应变分布特征及其动态变化过程,得到了煤层采动过程中覆岩的变形及破坏状态。最大拉应变位于孔深5m处,应变量是8350με;最大压应变位于孔深37m,应变量约为-550με。光缆应变与地层具有很好的对应关系,在岩性相对较软的地层(如泥岩)中,拉应变值相对较大,而在岩性相对较硬的地层(如砂岩)中,应变量较小且多为压应变。根据光缆的应变分布得到的沿钻孔方向地层的最大变形量为34mm,巷道围岩松动圈范围约为6m。研究结果表明,BOTDR分布式光纤传感技术能够准确地获取覆岩的变形分布及其变化情况,该技术的应用可以为深部煤层的安全高效开采提供可靠的依据。

       

      Abstract: As a kind of distributed fiber optic sensing technology based on Brillouin back-scattering, BOTDR was used to monitor the deformation of overburden during the coal mining. Taking a working face in Huainan mining area as an example, distributed optical sensing cables were implanted into the overburden of coal seam by drilling. By grouting the borehole with cement, it is assumed that the deformation of sensing cable and the overburden should be the same. During the mining, strain distribution of sensing cables was obtained periodically. By analyzing the strain distribution and its variation, the deformation and failure of overburden were investigated during the mining. The maximum tensile strain along the borehole is about 5m depth with the value of 8350με.The maximum compressive strain is -550με at the borehole depth of 37m. Strain distribution shows a good correlation with the structure of the strata. A relatively larger tensile strain can be observed in the soft strata, such as mudstone. However, the strain in the hard strata, such as sandstone, the cable strain is smaller and usually ompressive. The maximum deformation of the strata along the borehole is 34mm. The loosened circle of roadway is about 6m. The results show that distributed optical fiber sensing technology can obtain the deformation and its variation of the overburden, which can provide reliable data for the safe and efficient mining.

       

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