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李增学, 吕大炜, 王怀洪, 刘海燕, 吴立荣. 龙固井田主采煤层顶板稳定型特征研究[J]. 岩土工程学报, 2008, 30(4): 473-479.
引用本文: 李增学, 吕大炜, 王怀洪, 刘海燕, 吴立荣. 龙固井田主采煤层顶板稳定型特征研究[J]. 岩土工程学报, 2008, 30(4): 473-479.
LI Zengxue, Lv Dawei, WANG Huaihong, LIU Haiyan, WU Lirong. Stability characteristics of the main seam roof in Longgu Coalfield[J]. Chinese Journal of Geotechnical Engineering, 2008, 30(4): 473-479.
Citation: LI Zengxue, Lv Dawei, WANG Huaihong, LIU Haiyan, WU Lirong. Stability characteristics of the main seam roof in Longgu Coalfield[J]. Chinese Journal of Geotechnical Engineering, 2008, 30(4): 473-479.

龙固井田主采煤层顶板稳定型特征研究

Stability characteristics of the main seam roof in Longgu Coalfield

  • 摘要: 对龙固井田主采煤层顶板稳定性特征进行分析,把影响煤层顶板稳定性的因素归纳为岩石的沉积学特征、构造特征、力学特征几个方面。综合分析各个因素,利用人工神经网络原理对煤层顶板稳定性进行评价。把龙固井田主采煤层顶板稳定性特征划分为稳定型、较稳定型、中等稳定型、较不稳定型、不稳定型5级。稳定区主要是沉积厚层中粗砂岩,构造极少发育,岩石力学强度高;较稳定区细砂岩为主,含少量泥岩,构造密度较小,岩石力学强度较高。中等稳定区以中厚粉–细砂岩为主,构造密度中等,岩石力学强度中等。较不稳定区以薄层粉–细砂岩为主,构造比较发育,岩石力学强度较差。构造不稳定区以薄层泥岩–粉砂岩互层为主,构造发育,岩石力学强度极差。

     

    Abstract: The stability characteristics of the main seam roof in Longgu Coalfield were analyzed.And the factors influencing the seam stability were the sedimentary characteristics,tectonic characteristics,mechanical property,etc.The seam roof had different kinds according to different classification standards.Summarizing all the factors,the seam roof stability characteristics were analyzed by the method of artificial neutral network(ANN).The seam roof stability was analyzed from the following five grades: most stability,more stability,middle stability,less instability and instability.The zones of the most stability were of thick coarse sandstones with few structures and extremely high strength.The zones of more stability were of medium-bedded fine sand and silt with a few structures and intermittent and high strength.The zones of middle stability were of silt and mudstone with many structures of partly cutting through and medium strength.The zones of less instability were of mudstone and seam with large quantity of continuous structures and lower strength.The zones of instability were of mudstone and seam with large quantity of continuous structures and the lowest strength.

     

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