以阳煤集团某矿地质和水文条件作为研究对象,对某矿采空区的地质特点进行分析,在此基础上应用三维建模软件Solid works 与有限元分析软件 ANSYS相结合的方法,对地质岩石层进行分层简化,对采空区顶板所受的应力与变形进行数值模拟,并对推进距离和采高对最大应力与变形的影响进行分析。研究表明,该矿的采空区地基不会发生沉降;顶板最大变形与应力随着开采跨度的增大而增大,但随采高的变化不明显。分析结果为后期采空区防护与治理提供理论参考。
Based on analyzing geological features of goaf in a mine of Yangquan group,the method of combining three-dimensional modeling software Solid works and finite element analysis software ANSYS was applied to simplify stratification of geological strata. At the same time,stress and deformation of the goaf roof were simulated numerically,influence of pushing distance and mining height on maximum stress and deformation were analyzed,The research showed that foundation of the goaf would not subsidence; maximum stress and deformation of roof were enhanced with increasing mining span,but changing with mining height was not obvious,As a result,the analysis result provided theoretical reference for protection and management of goaf in the future.
柴静静. 煤矿采空区地质特点及稳定性有限元分析[J]. 煤炭与化工, 2017, 40(9): 66-68.
Chai Jingjing. Finite element analysis of geological features and stability of coal mine goaf. CCI, 2017, 40(9): 66-68.