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TBM掘进煤矿巷道力学及变形分析

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以保安采区8号煤南回风巷为研究对象,基于CVISC蠕变模型,对其TBM掘进过程进行分析,研究不同支护方式下巷道的位移及力学性能变化规律,并将其数值模拟结果与实际监测数据进行对比,以验证数值模拟结果的准确性.结果表明:采用锚索和锚杆对煤矿巷道进行支护能减小其隧道围岩的受力,其中,采用锚索+钢筋网的支护方式效果最优;各工况下的竖向应力均大于其水平应力,煤矿巷道的受力主要以竖向为主,最大应力均出现在围岩的顶部和底部,不同支护方式下围岩发生的位移具有一定的差异性,采用锚索+钢筋网的支护方式产生的位移量最小,煤巷道稳定性较高,未采取支护措施的围岩位移量最大,此时煤矿巷道的稳定性较差,易发生变形.
Mechanics and Deformation Analysis of TBM Excavation in Coal Mine Tunnels
Based on the CVISC creep model,the TBM excavation process of the No.8 coal mine south return airway in Bao'an mining area was analyzed.The displacement and mechanical performance changes of the roadway under different support methods were studied,and the numerical simulation results were compared with actual monitoring data to verify the accuracy of the numerical simulation results.The results show that using anchor cables and anchor rods to support coal mine tunnels can reduce the stress on the surrounding rock of the tunnel.Among them,the support method of anchor cables+steel mesh has the best effect.The vertical stress under each working condition is greater than its horizontal stress.The stress on coal mine tunnels is mainly vertical,and the maximum stress occurs at the top and bottom of the surrounding rock.The displacement of the surrounding rock under different support methods has certain differences.The displacement generated by the support method of anchor cable+steel mesh is the smallest.The stability of coal mine tunnels is higher,and the displacement of surrounding rock without support measures is the largest.At this time,the stability of coal mine tunnels is poor and deformation is prone to occur.

coal mine tunnelsfinite element simulationsurrounding rock displacementsupport method

刘爱军

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山西新景矿煤业有限责任公司,山西 阳泉 045000

煤矿巷道 有限元模拟 围岩位移 支护方式

2024

山西冶金
山西省金属学会 山西省有色金属学会

山西冶金

影响因子:0.139
ISSN:1672-1152
年,卷(期):2024.47(6)
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