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煤矿深部复合地层TBM掘进巷道围岩稳定性控制工程实践

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为探究深部复合地层在全断面隧道掘进机(Tunnel Boring Machine,TBM)掘进巷道时围岩稳定性控制机理,以淮南矿区某深部岩石巷道为背景,在同等支护条件下,基于Flac3D数值模拟软件对硬岩、软弱岩层、复合岩层建立数值模型,通过分析位移云图、应力云图及围岩塑性区的分布演化规律,优化TBM掘进和支护方案.通过围岩变形和锚杆轴力监测,结合数值模拟和现场实测结果,得出复合岩层的位移、应力云图及塑性区出现明显的不对称性,在复合岩层中的软弱岩层应加大支护力度.
Engineering Practice of Surrounding Rock Stability Control of Deep Composite Strata TBM Tunneling Roadway in Coal Mines
In order to explore the stability control mechanism of the surrounding rock of Tunnel Boring Machine(TBM)tunneling roadway in deep composite stratas,a deep rock roadway in the Huainan Mining area is taken as the background,and the numerical model of hard rock,soft rock strata and composite rock strata is established based on the Flac3D numerical simulation software under the same support conditions.TBM excavation and support scheme is optimized by analyzing the distribution and evolution law of the displacement cloud map,stress cloud map and the plastic zone of the surrounding rock.Through the monitoring of the deformation of the surrounding rock and the axial force of the bolt,combined with the results of numerical simulation and field measurement,it is concluded that there is obvious asymmetry in the displacement,stress cloud diagram and plastic zone of the compos-ite rock formation,and the weak rock strata in the composite rock strata should be strengthened.

Deep composite strataFlac3D numerical simulationSurrounding rock stabilityEngineering practice

刘震宇、唐彬、胡阳、张大欢、徐彬、侯俊领

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安徽理工大学土木建筑学院 安徽淮南 232001

淮南矿业(集团)有限责任公司 安徽淮南 232001

攀枝花学院钒钛学院 四川攀枝花 617000

深部复合地层 Flac3D数值模拟 围岩稳定 工程实践

2024

科技资讯
北京国际科技服务中心 北京合作创新国际科技服务中心

科技资讯

影响因子:0.51
ISSN:1672-3791
年,卷(期):2024.22(16)