大断面沿空掘巷围岩变形规律数值模拟分析

    Numerical Simulation Analysis of Surrounding Rock Deformation Law for Large Sectional Gob-side Entry Driving

    • 摘要: 利用FLAC3D软件对大断面沿空掘巷围岩变形规律进行计算,分析沿空巷道在掘进和本工作面回采期间的应力、位移及塑性区分布变化规律,得出沿空巷道围岩以剪切破坏为主,破坏形式为两帮中下部煤体向巷道内挤出;在沿空巷道掘进和掘后稳定阶段,小煤柱为主要承载结构,在本工作面超前支承压力影响下,小煤柱受到破坏,支承压力高峰逐渐向实体煤侧转移。

       

      Abstract: FLAC3D software is used to calculate surrounding rock deformation laws of large section gob-side entry driving, and analyze the distribution and change laws of displacement, stress and plastic zones in roadway driving and the working face mining, the results show that the destroy pattern of gob-side surrounding rock is shear, the mainly destroy form is that the coal of middle and below tunnel extrudes to center; in gob-side excavating and excavated stage, the small pillar is the main load-bearing structure, in the influence of the working face advanced abutment pressure the small pillar is destroyed, at the same time pressure transfer to the solid coal side.

       

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