关金锋, 崔洪庆, 王雨婷. 基于围岩变形破坏特征的煤矿地应力场主应力方向预测方法[J]. 煤矿安全, 2017, 48(5): 202-205.
    引用本文: 关金锋, 崔洪庆, 王雨婷. 基于围岩变形破坏特征的煤矿地应力场主应力方向预测方法[J]. 煤矿安全, 2017, 48(5): 202-205.
    GUAN Jinfeng, CUI Hongqing, WANG Yuting. Prediction Method for Principal Stress Direction of In-situ Stress Field Based on Deformation and Failure Characteristics of Surrounding Rock in Coal Mine[J]. Safety in Coal Mines, 2017, 48(5): 202-205.
    Citation: GUAN Jinfeng, CUI Hongqing, WANG Yuting. Prediction Method for Principal Stress Direction of In-situ Stress Field Based on Deformation and Failure Characteristics of Surrounding Rock in Coal Mine[J]. Safety in Coal Mines, 2017, 48(5): 202-205.

    基于围岩变形破坏特征的煤矿地应力场主应力方向预测方法

    Prediction Method for Principal Stress Direction of In-situ Stress Field Based on Deformation and Failure Characteristics of Surrounding Rock in Coal Mine

    • 摘要: 地应力场是煤层渗透性优势发育方位重要影响因素,准确获取地应力场主应力方向信息可以为煤矿瓦斯抽采工程设计与煤层气井网布置提供理论指导。系统总结了巷道变形破坏特征与地应力场类型、井下应力痕迹特征与地应力场最大水平主应力方向之间关系,提出了利用围岩变形破坏特征预测煤矿区地应力场主应力方向的方法。在焦作古汉山矿进行了现场应用,预测矿井地应力场为σH>σv>σh型、地应力场最大主应力方向应为NE向,预测结果与地应力实测结果基本吻合,证明了该方法有效性。

       

      Abstract: The main stress direction of the in-situ stress field is an important influence factor on dominant development orientation of coal seam permeability, and it provides theoretical guidance for the design of the gas drainage engineering and the layout of the coalbed methane (CBM) well. The relationship between the characteristics of roadway failure and the type of in-situ stress field in coal mine, and the relationship between the characteristics of stress trace and the maximum horizontal principal stress direction are revealed, then the prediction method for the principal stress direction of the in-situ stress field based on failure characteristics of surrounding rock in coal mine is given. The prediction method has been applied in Guhanshan Coal Mine: the type of in-situ stress field is σH>σv>σh and the direction of the maximum principal stress of the in-situ stress field is NE. And the effectiveness of prediction method is confirmed by in-situ stress test result.

       

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