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Effect of faulting on coal burst– A numerical modelling study

机译:断层对煤爆的影响-数值模拟研究

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Coal burst occurrence on roadways has always been a major concern in deep underground coal mines,especially under complex geological conditions.To evaluate the effect of faulting on coal burst,the stress concentration in the vicinity a reverse fault was analysed considering the geological history of the fault formation where high horizontal stresses led to the initiation and propagation of the reverse fault.Various in situ stresses and mechanical parameters of the fault,including the ratio of horizontal stress to vertical stress were used to analyse the state of fault.Numerical modelling was conducted using two and three dimensional distinct element models(UDEC and 3DEC)based on a geotechnical conditions of an Australian underground coal mine.The formation process of reverse fault was simulated to evaluate the stress characteristics in the coal seam and the immediate roof and floor near the fault.The results show that,both the horizontal and vertical stress in footwall were higher than those in hanging wall after the formation of the reverse fault.The stress condition near fault was complicated due to complex geology in the coal measures,and the vertical stress peaked in the footwall at a distance of about 160 m from the fault.When a roadway was excavated,stress concentration occurred at both the roadway face and ribs,which reached as high as 38 MPa in the ribs at a depth of 500 m.This will significantly elevate the risk of dynamic instability of the roadway such as coal burst.The stress concentration zone in the footwall can be considered as a hazardous zone near the reverse fault.This study provides a general reference for analysis of roadway stability affected by faults.
机译:在深部地下煤矿中,尤其是在复杂的地质条件下,巷道上的煤爆一直是人们关注的主要问题。为了评估断层对煤爆的影响,考虑了该矿床的地质历史,分析了反向断层附近的应力集中。较高的水平应力导致反向断层的萌生和扩展的断层形成。使用各种原位应力和断层力学参数(包括水平应力与垂直应力之比)来分析断层的状态。进行了数值模拟根据澳大利亚地下煤矿的岩土条件,使用二维和三维不同元素模型(UDEC和3DEC),模拟了反向断层的形成过程,以评估煤层以及附近煤层的直接顶板和底板的应力特征。结果表明,下盘的水平应力和垂直应力均大于煤层中地质条件复杂,断层附近的应力条件复杂,垂直应力在距断层约160 m处的下盘壁达到峰值。进行开挖时,巷道面和肋骨处均出现应力集中,在500 m的深度处,肋骨处应力高达38 MPa,这将显着增加巷道动态不稳定的风险,例如煤爆。后壁集中区可被认为是逆断层附近的危险区。本研究为断层影响巷道稳定性分析提供了一般参考。

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