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正断层错动作用下浅埋地铁隧道受力分析方法及抗断设计研究

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震害调查研究表明穿越活动断裂带隧道的破坏是极其严重的.以太原市城市轨道交通1号线一期工程区间隧道穿越交城断裂带为工程依托,通过Pasternak双参数地基模型建立力学分析模型并推导了正断层错动下地下管线纵向响应解析解,然后采用ABAQUS软件建立了三维精细化有限元模型.解析解计算结果与数值模拟计算结果吻合度较好,证明了解析解的正确性.最后,在设定的重点设防区域内采用节段衬砌+柔性接头组合形式,对比分析节段长度、接头纵向位置和柔性接头宽度对隧道结构整体减灾效果影响.结果表明:正断层错动下地下管线纵向响应的解析解计算结果可为重点设防区域的确定提供参考.采用节段衬砌+柔性接头组合形式可有效降低隧道结构的破坏程度和范围.正断层错动作用时,节段长度越短隧道结构破坏范围越小,柔性接头宽度的增加会降低隧道结构的破坏程度和范围,破坏区域集中在节段衬砌结构的端头部位.采用对缝模式设置柔性接头时可最大程度发挥接头的变形吸能作用,其减灾效果最优.研究可为穿越活动断裂带隧道工程采用节段+柔性接头组合形式的抗断设计和分析提供理论依据.
Mechanical analysis method and anti-fracture design of shallow buried subway tunnels under normal fault dislocation
Earthquake damage investigation exhibits that damage to tunnels crossing active fault zones is extremely severe.Here,taking the interval tunnel crossing Jiaocheng fault zone of Taiyuan urban rail transit line 1 phase 1 project as engineering support,a mechanical analysis model was established with Pasternak dual-parameter foundation model,and the analytical solution to longitudinal response of underground pipeline under normal fault dislocation was derived.Then,a 3D refined finite element(FE)model was established using the software ABAQUS.The analytical solution calculation results agreed well with FE numerical simulation results to verify the correctness of the analytical solution.Finally,a combination of segment lining-flexible joints was adopted within the designated key fortification area,effects of segment length,longitudinal position of joints and width of flexible joints on the overall disaster mitigation effect of tunnel structure were analyzed contrastively.The results showed that the analytical solution calculation of longitudinal response of underground pipeline under normal fault dislocation can provide a reference for determination of key fortification area;combination of segmental lining and flexible joints can effectively reduce degree and range of damage to tunnel structure;during normal fault dislocation action,the shorter the segment length,the smaller the range of damage to tunnel structure;increase in width of flexible joint can reduce degree and range of damage to tunnel structure,and damage area can be concentrated at ends of segment lining structure;when using butt joint mode to set flexible joints,the deformation energy-absorption effect of joint can be maximized,and its disaster mitigation effect is the optimal;the study results can provide theoretical basis for anti-fracture design and analysis of tunnel engineering projects crossing active fault zone using a combination of segments and flexible joints.

subway tunnelactive fault zoneanalytical solutionarticulated tunnelnumerical simulationanti-fracture design

郭文远、李世民、王志岗、高涛、陶连金、谢霖、刘建功、刘华南

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北京城建勘测设计研究院有限责任公司,北京 100101

河北大学建筑工程学院,河北保定 071002

北京科技大学土木与资源工程学院,北京 100083

地铁隧道 活动断裂带 解析解 铰接隧道 数值模拟 抗断设计

2025

振动与冲击
中国振动工程学会 上海交通大学 上海市振动工程学会

振动与冲击

北大核心
影响因子:0.898
ISSN:1000-3835
年,卷(期):2025.44(1)