基于3DEC的大采高回采巷道围岩变形特征研究
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盘州市能源局, 贵州 盘州 553536

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李季(1986—),男,汉族,工程师,长期从事煤矿瓦斯治理及通风管理相关工作。

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TD322+.5

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Study on Deformation Characteristics of Surrounding Rock of Large Mining Height Roadway Based on 3DEC
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    摘要:

    为探究大采高回采巷道围岩变形失稳特征,通过3DEC数值模拟软件,以22204辅助运输平巷为背景,分别分析了巷道围岩裂隙发育、应力分布、位移分布以及塑性区分布特征。研究结果表明:大采高回采巷道围岩裂隙发育、变形具有非对称性,随着工作面向前推进,巷道围岩位移量不断增大,其中较大水平位移向巷帮中上部及顶板位置转移,且靠近煤柱一侧巷帮水平位移、裂隙发育较为显著;采动影响下巷道围岩发生了一定程度的剪切破坏,导致其煤岩体应力释放,且煤柱长期处于高应力状态,因而靠近煤柱一侧的巷帮及巷道顶板塑性破坏较为严重和频繁。基于此,明确了大采高回采巷道围岩变形的重点防控区域,为该类巷道围岩稳定性控制提供参考。

    Abstract:

    In order to explore the deformation and instability characteristics of the surrounding rock in the large mining height mining roadway, through the 3DEC numerical simulation software, with the 22204 auxiliary transportation roadway as the background, the characteristics of cracks development, stress distribution, displacement distribution and plastic zone distribution in the surrounding rock of the roadway are analyzed respectively. Results show that the cracks development and deformation of surrounding rock in large mining height roadway are asymmetric. As the working face advances, the displacements of the roadway continue to increase. Among them, the larger horizontal displacement is transferred to the middle and upper part of the roadway and the roof position, and the horizontal displacement of the roadway near the coal pillar side and the development of cracks are more significant; Under the influence of mining, the surrounding rock of the roadway undergoes a certain degree of shear failure, which leads to the release of the stress of the coal and rock mass. In addition, the coal pillar is in a state of high stress for a long time, so the plastic failure of the roadway side and roadway roof near the coal pillar is more serious and frequent. Based on this, the key prevention and control areas for surrounding rock deformation of large mining height mining roadways are defined, which provides a reference for the stability control of such roadways.

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李季.基于3DEC的大采高回采巷道围岩变形特征研究[J].中国矿山工程,2023,52(1):67-71.

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  • 在线发布日期: 2025-12-24
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