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深基坑开挖对邻近高速地铁隧道变形分析

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随着城市的发展,深基坑的开挖卸荷不可避免会对邻近地铁隧道产生附加应力和变形,甚至影响隧道的安全使用.基于北京某邻近隧道的深基坑开挖工程,提取了隧道的沉降、收敛和轨道轨距的监测数据,并比对有限元软件模拟的基坑开挖不同工况处隧道位移结果,给出了深基坑开挖下邻近高速地铁隧道的变形情况.研究表明,基坑开挖会给隧道带来一定的沉降和收敛变形,且隧道距离基坑越近,隧道的沉降变形和轨道轨距位移越显著,及时做好基坑支护的工作,可减小邻近隧道的变形.
Deformation Analysis of Adjacent Subway Tunnel Caused by a Nearby Deep Excavation
With the urbanization development,the subway has become an important mode of transportation.The excavation and unloading of excavated area will inevitably induce adverse stress and deformation on the adjacent subway tunnels,and even affect the safe operation of these tunnels.Based on a deep excavation project near a existing tunnel in Beijing,the monitored da-ta of the tunnel settlement deformation,convergence deformation and track gauge are presented.The results are also compared with the tunnel displacement under different excavation conditions simulated by the finite element software.The deformations of the adjacent high-speed subway tunnel under the deep excavation are presented.The conclusions show that the excavation will induce settlement and convergent deformation to the tunnel.The closer the tunnel is to the excavated area,the more signif-icant the tunnel settlement deformation and track gauge displacement.Timely completion of excavation support structure can reduce the deformation of adjacent tunnels.

Deep ExcavationTunnelMonitoringDisplacement

胡传家、尹荣玉

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中铁第五勘察设计院集团有限公司,北京 102600

深基坑 隧道 监测 位移

2024

土工基础
湖北省土木建筑学会,中国科学院武汉岩土力学研究所,武汉市土木建筑学会

土工基础

影响因子:0.238
ISSN:1004-3152
年,卷(期):2024.38(1)
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