褶皱区底煤厚度对动载诱发巷道底板冲击的影响

    Effect of Bottom Coal Thickness on Roadway Floor Burst Induced by Dynamic Disturbance in Folded Region

    • 摘要: 为了探讨褶皱区不同底煤厚度对动载诱发巷道底板冲击的影响,使用岩体力学和FLAC2D有限差分数值模拟软件研究了不同底煤厚度作用下应力波诱发特厚煤层巷道底板冲击的动态响应规律。研究表明,动力扰动的作用是使处于极限应力下的煤体应力增加并打破平衡状态从而诱发底板冲击;动载作用下,若底煤下方为厚度较大的坚硬粗砂岩,当底煤厚度d<3 m时,当受一定强度应力波扰动时并不失稳;当底煤厚度d≥3 m时,底板容易受扰动失稳,且底板冲击显现强度呈缓慢增加;首次冲击失稳后,二次冲击矿压危险性降低。

       

      Abstract: In order to explore the effect of different bottom coal thickness on roadway floor burst induced by dynamic disturbance, dynamic response laws of roadway floor burst of special thick coal seam induced by stress wave at different bottom coal thickness were studied by using rock mechanics and FLAC2D finite difference numerical software. The results showed that the role of dynamic disturbance was to increase coal stress, break the balance condition and induce floor burst under ultimate stress. The floor instability would not be caused as and the floor instability would be caused easily and strength of floor burst increased slowly as under dynamic loads if bottom coal below was formed by the thick and hard coarse sandstone. The risk of secondary floor burst would decrease after first floor burst.

       

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