张立松, 闫相祯, 杨秀娟, 杨恒林, 王欣. 节理扩展煤层应力场的联合反演分析[J]. 煤田地质与勘探, 2011, 39(6): 11-15. DOI: 10.3969/j.issn.1001-1986.2011.06.003
引用本文: 张立松, 闫相祯, 杨秀娟, 杨恒林, 王欣. 节理扩展煤层应力场的联合反演分析[J]. 煤田地质与勘探, 2011, 39(6): 11-15. DOI: 10.3969/j.issn.1001-1986.2011.06.003
ZHANG Lisong, YAN Xiangzhen, YANG Xiujuan, YANG Henglin, WANG Xin. Combined inversion analysis of coal seam stress field considering joint propagation[J]. COAL GEOLOGY & EXPLORATION, 2011, 39(6): 11-15. DOI: 10.3969/j.issn.1001-1986.2011.06.003
Citation: ZHANG Lisong, YAN Xiangzhen, YANG Xiujuan, YANG Henglin, WANG Xin. Combined inversion analysis of coal seam stress field considering joint propagation[J]. COAL GEOLOGY & EXPLORATION, 2011, 39(6): 11-15. DOI: 10.3969/j.issn.1001-1986.2011.06.003

节理扩展煤层应力场的联合反演分析

Combined inversion analysis of coal seam stress field considering joint propagation

  • 摘要: 考虑地应力作用下节理扩展引起的煤岩物理力学性质改变,进而导致煤层应力、变形的重新分布,给出了煤岩单元节理扩展的计算方法,并分析了节理扩展与应力的相互作用关系。应用小波神经网络方法及逐级加载算法,提出节理扩展煤储层应力场的联合反演方法,并对沁水盆地晋城区块煤储层应力场分布规律进行分析。结果表明:晋城区块最大主应力为8~13 MPa,由西北向东南呈逐渐增大趋势;最小主应力为5~9 MPa,应力低值区集中在晋城南部区域。通过对比关键点的现场实测值与模拟计算结果,得知主应力大小与实测值最大误差仅为3%,方位误差小于1.3°,满足工程计算精度要求。利用联合反演分析煤储层应力场,具有计算精度高、速度快、建模简单等优点,适合于软件集成快速计算。

     

    Abstract: Joint propagation changes the physical and mechanical properties of coal due to in-site stress, then the redistribution of coal seam stress and deformation is caused, so the calculation method of coal element joints propagation is given, and relationship between joint propagation and stress is analyzed.Application of wavelet neural network and gradual loading algorithm, a methodology of inversion analysis of coal seam stress field is presented, and the distribution regularity of in-site field is studied for Jincheng block in Qinshui basin using combined inversion algorithm.The results show that the block maximum principal stress increases from northwest to southeast, and it ranges from 8 to 13Mpa; the minimum principal stress is located in Southern Jincheng, and the value is about 5-9MPa.Comparison of combined inversion algorithm results with measured values of the key points indicates that the principal stress relative error is only 3%, and azimuth error is less than 1.3°.So combined inversion analysis has higher calculation accuracy and can satisfy the engineering demand, also it has a series of advantages, such as simple model, fast calculating speed, and so on.

     

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