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Field and numerical investigations on the lower coal seam entry failure analysis under the remnant pillar

机译:残余支柱下煤层入口故障分析较低煤层入口故障分析的现场和数值研究

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摘要

Extraction of multiple seam using fully mechanized coal mining technology caused severe de-formations in the lower coal seam roadways in Zhaiyadi Coal Mine in Shanxi Province, China. Understanding the characteristics of the lower coal seam entry failure mechanism under the remnant pillar is the first step in determining a reasonable location of the lower coal seam entry. Characteristics of the lower coal seam entry failure mechanism under the remnant pillar are investigated by means of numerical simulations and in-situ observations. To improve the relia-bility of the numerical simulations, the global model is validated by comparing the surrounding rock deformation of 3905 headgate with the in-situ observation data due to the extraction of Panel 3805. The numerical simulation results of the global model indicate that the original 3905 headgate under the remnant coal pillar is located in the vertical stress concentration zone and horizontal stress concentration zone. Firstly, the peak vertical stress concentration factor in the coal seam 9# (the lower coal seam) is 4.9, located 100 m behind the active Panel 3805 while the peak horizontal stress concentration factor in the coal seam 9# is 2.1, and located 30 m behind the active Panel 3805. When the delay distance to the active Panel 3805 is 80 m, the stress transmission angle reaches a constant value of 30.9 degrees. Secondly, both the ratio of coal pillar rib deformation to solid coal rib and the ratio of roof subsidence to floor heave increase as the delay distance to the active Panel 3805 increases. Finally, numerical results show that the designed 3905 headgate located 25 m to 30 m away from the middle of the remnant coal pillar would be an alternative scheme, located out of the floor horizontal stress concentration and vertical stress concentration in the coal seam 9#. The findings in this study will help to provide a basis to select a reasonable location for lower coal seam roadways under similar mining and geological con-ditions.
机译:中国山西省翟掖煤矿下煤层巷道造成严重化煤层的多缝提取。理解残余柱下较低煤层入口故障机制的特点是确定下煤层入口的合理位置的第一步。通过数值模拟和原位观察,研究了残余柱下较低煤层入口失效机制的特性。为了改善数值模拟的依赖依赖性,通过将3905的周围岩石变形与原位观测数据的围绕岩石变形进行比较,通过对原位观察数据进行了验证,由于提取3805.全局模型的数值模拟结果表明了残余煤柱下的原始3905元件位于垂直应力集中区和水平应力集中区。首先,煤层9#(下煤层)中的峰值垂直应力集中因子为4.9,位于有源面板3805后面100米,而煤层9#的峰值水平应力集中因子为2.1,位于30在主动面板3805后面。当到有源面板3805的延迟距离为80μm时,应力传输角度达到恒定值30.9度。其次,煤柱肋变形与固体煤肋的比率都随着与有源面板3805的延迟距离增加而增加的屋顶沉降与地板升降的比例增加。最后,数值结果表明,设计的3905元件位于距离残余煤支柱中间的25米至30μm的主动物是一种替代方案,位于煤层9#中的地板水平应力集中和垂直应力集中。本研究中的调查结果将有助于为在类似的采矿和地质环节中选择较低煤层道路的合理地点的基础。

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