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Dynamic analysis and numerical simulation of a surface vertical well on the reverse fault side
Dynamic analysis and numerical simulation of a surface vertical well on the reverse fault side
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Dynamic analysis and numerical simulation of a surface vertical well on the reverse fault side
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Dynamic analysis and numerical simulation of a surface vertical well on the reverse fault side
Dynamic analysis and numerical simulation of a surface vertical well on the reverse fault side
Journal Article

Dynamic analysis and numerical simulation of a surface vertical well on the reverse fault side

2024
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Overview
With the help of mechanical models and numerical calculations, the research obtained: (1) the range of compressive shear stress in well bore is in the shape of “dam body” with the dip angle of a reverse fault, also, the magnitude of the compressive shear stress is related to the load factor and the maximum compressive principal stress which have an increasing relationship; (2) the superposition stress of lateral abutment stress and SZZ of a working face is σA, which is related to the distance between reverse faults; (3) the closer the distance to the reverse fault and the greater the vertical well displacement and deformation as the advancement length of the working face increases, the sensitivity to the effects of the reverse fault and mining is: XDISP > ZDISP > YDISP, and the sensitivity to the boundary is such that: ZDISP > YDISP > XIDSP; (4) the closer the distance to the reverse fault and the larger the length of the working face, the greater the displacement and deformation of the vertical well. In addition, the sensitivity to the effects of reverse faults and mining is: XDISP > ZDISP > YDISP; (5) when the working face continues to be mined, the shear stress on the well bore and the circumference of the hole is sensitive to the influences of reverse faults as follows: SXZ > SYZ > SXY; (7) the density of strain energy at the well bore is most sensitive to the lateral distance to the working face strike mining line. Based on these results, it is proposed to arrange large-diameter pressure relief boreholes around the hole and arrange layers to eliminate the influence of the well bore boundary and eliminate the accumulation of shear strain energy around such a well bore.
Publisher
SAGE Publications,Sage Publications Ltd,SAGE Publishing