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首页> 外文期刊>Advances in civil engineering >Influence of Water Inrush from Excavation Surface on the Stress and Deformation of Tunnel-Forming Structure at the Launching-Arrival Stage of Subway Shield
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Influence of Water Inrush from Excavation Surface on the Stress and Deformation of Tunnel-Forming Structure at the Launching-Arrival Stage of Subway Shield

机译:挖掘表面对地铁盾构发射到达阶段隧道形成结构应力和变形的影响

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The launching-arrival stage of the shield is the most dangerous construction stage in subway construction. During the conversion process of the soil and air medium in the shield machine, water inrush at the excavation surface often occurs because of the effect of groundwater. Previous research has focused on the overall stress and deformation of existing tunnels caused by water inrush from the excavation face of the shield machine excavation stage. However, the stress and deformation states of the segments and anchors at different assembly locations of the tunnel, as well as the interaction between the soil reinforcement region and the segments and anchors in the launching-arrival stage have not been considered in previous studies. In this study, the inrush model of the launching-arrival stage of the subway shield was established by utilizing the equivalent refinement modeling technology and ABAQUS simulation analysis with consideration of the fluid-solid coupling effect of water and soil to study the influences of different water head differences on the mechanical and deformation properties of segments and anchors in shield construction under the conditions of water inrush on the excavation surface. The results showed that the water inflow from the tunnel excavation surface caused significant surface subsidence at the tunnel portal, vertical convergence at the cross section of the shield tunnel, and significant increases in the axial and shear forces on the bolt. In addition, based on the existing subway regulation, combined with the simulation results of soil reinforcement measures at different depths, the emergency control criterion for controlling water inrush on the excavation surface was established by using the depth of soil reinforcement. The minimum depth of the reinforced soil from the ground surface at 15?m is recommended to ensure construction safety of the subway shield at the launching-arrival stage.
机译:盾牌的发射到达阶段是地铁建设中最危险的施工阶段。在屏蔽机中的土壤和空气介质的转换过程中,由于地下水的效果,挖掘表面的水浪涌经常发生。以前的研究专注于由屏蔽机挖掘阶段的挖掘面引起的漏水引起的现有隧道的整体压力和变形。然而,在先前的研究中,在隧道的不同组装位置处的区段和锚点的应力和变形状态以及土壤增强区和段之间的相互作用并未在先前的研究中考虑。在这项研究中,通过利用等效的细化建模技术和ABAQUS模拟分析来考虑到水和土壤的流体 - 固体耦合效果来研究不同水的流体 - 固体耦合效应来建立地铁屏蔽的发射到达阶段的浪涌模型。在挖掘表面水中浪涌条件下屏蔽结构中段和锚杆机械和变形性能的头部差异。结果表明,隧道挖掘表面的水流入在隧道门户中引起显着的表面沉降,屏蔽隧道横截面的垂直会聚,并且螺栓上的轴向和剪切力的显着增加。此外,基于现有地铁调节,结合不同深度的土壤增强措施的仿真结果,采用土壤加固深度建立了控制挖掘表面上的水中涌入的应急控制标准。建议在15Ω米处从地面的增强土壤的最小深度,以确保地铁屏蔽在发射到达阶段的施工安全性。

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