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贵阳地铁隧道地表沉降及影响因素分析

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本文以贵阳地铁隧道工程为背景,采用有限元软件模拟分析了隧道施工引起的地表沉降规律.通过正交数值模拟试验,研究了隧道埋深、地层弹性模量、泊松比、黏聚力和内摩擦角等因素对地表沉降的影响.结果表明,弹性模量、隧道埋深、内摩擦角、泊松比和黏聚力对地表最大沉降量的影响显著性依次递减;隧道埋深对沉降槽宽度系数的影响最为显著,而地层参数对沉降槽宽度系数的影 响较小.研究结果可为类似工程提供参考.
Analysis of Surface Settlement and Influencing Factors in the Guiyang Metro Tunnel
This study investigates the surface settlement caused by tunnel construction in the context of the Guiyang Metro project using finite element simulation.Through orthogonal numerical simulation experiments,the influence of factors such as tunnel burial depth,stratum elastic modulus,Poisson's ratio,cohesion,and internal friction angle on surface settlement was studied.The results indicate that the influence of elastic modulus,tunnel depth,internal friction angle,Poisson's ratio,and cohesion on the maximum surface settlement decreases sequentially.Tunnel burial depth has the most significant influence on the settlement trough width coefficient,while the influence of stratum parameters on the settlement trough width coefficient is relatively minor.The research findings can provide a reference for similar projects.

metro tunnelsurface settlementfinite element analysisinfluencing factorsorthogonal test

王仁杰、杜碧涛、陈会宇、陈浩、张策

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贵阳市公共交通投资运营集团有限公司,贵州 贵阳 650500

贵州大学土木工程学院,贵州 贵阳 550025

贵阳轨道交通三号线一期工程建设管理有限公司,贵州 贵阳 550001

地铁隧道 地表沉降 有限元分析 影响因素 正交试验

2025

中国水运
中国水运报刊社

中国水运

影响因子:0.23
ISSN:1006-7973
年,卷(期):2025.(1)