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基于Rhino精准曲面建模的常村煤矿原岩地应力场反演方法

Inversion method of in-situ stress field of Changcun Coal Mine based on Rhino precise surface modeling

  • 摘要: 选取潞安矿区常村煤矿+470 m水平煤岩层为模拟研究对象,基于Rhino 精准曲面建模软件构建三维地质曲面模型,通过有限差分数值模拟软件FLAC3D进行了常村煤矿原岩地应力场的计算和反演。研究结果表明:利用Rhino建模软件可以比较精确地对煤矿区的地质模型进行构建,以曲面代替岩层更加真实地反映了煤矿井下地层的实际分布情况,褶曲等地质构造可以被真实体现,原岩地应力场的数值模拟反演结果更加准确可靠;大型地质构造区域原岩地应力场与其他区域有较大的差异,向斜轴部原岩地应力场集中程度最大,从断层中部到断层端部再到远离断层区域地应力场呈现“小—大—原”的分布规律。通过对比常村煤矿现场实测的17个地应力测点量值与地应力反演量值,两者均显示,常村煤矿+470 m水平煤岩层内部最大主应力稳定在12 MPa左右,最小主应力稳定在6 MPa左右,垂直主应力稳定在9 MPa左右,属于走滑型应力状态,地应力实测和地应力反演具有高度的一致性。

     

    Abstract: In this paper, the +470 m horizontal coal strata in Changcun Coal Mine, Lu'an Mining Area were selected as the simulation research object, and the 3D geological surface model was constructed based on Rhino precise surface modeling software.The original geo-stress field of Changcun Coal Mine was calculated and inversed by the finite difference numerical simulation software FLAC3D. The results show that: using Rhino modeling software can more accurately build the geological model of the coal mine area, and using curved surface instead of rock strata can more truly reflect the actual distribution of underground strata in coal mine, folds and other geological structures can be truly reflected, and the numerical simulation inversion results of the original stress field are more accurate and reliable; there is a great difference between the in-situ stress field of the large geological structure region and that of other regions, from the middle of the fault to the end of the fault and then to the area far from the fault, the in-situ stress field presents a distribution rule of "small-large-original". By comparing the measured values of 17 in-situ stress measuring points in Changcun Coal Mine with the measured values of in-situ stress inversion, both show that the maximum principal stress of + 470 m in Changcun Coal Mine is stable at 12 MPa level, the minimum principal stress is stable at 6 MPa level, and the vertical principal stress is stable at 9 MPa level, which belongs to strike slip stress state.There is a high consistency between in-situ stress measurement and in-situ stress inversion.

     

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