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旁侧深大基坑开挖对邻近地铁隧道变形影响研究

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为探究深基坑开挖对邻近地铁隧道的影响,文中以杭州某邻近地铁隧道的深基坑工程为背景,建立坑底在隧道正侧方的三维模型,分析基坑开挖过程中邻近隧道的变形规律,并结合研究结果提出相应的监测方法.结果表明基坑开挖时要重视隧道顶部的裂缝监测;隧道变形以隆起为主,并产生远离基坑的水平位移及扭转;基坑与隧道水平距离超过25m后基坑开挖对隧道基本没有影响;基坑底板的施工能有效控制隧道变形,研究结果可为类似工程施工提供参考.
STUDY ON THE INFLUENCE OF DEEP EXCAVATION ON ADJACENT SUBWAY TUNNEL DEFORMATION
The deep foundation pit project of a nearby subway tunnel in Hangzhou is taken to explore the impact of deep foundation pit excavation on adjacent subway tunnels.A three-dimensional model of the pit bottom on the posi-tive side of the tunnel is established to analyze the deformation law of adjacent tunnels during the excavation process of the foundation pit,and corresponding monitoring methods based on the research results are proposed.The results indicate that attention should be paid to monitoring cracks at the top of the tunnel during excavation of the founda-tion pit.The deformation of the tunnel is mainly characterized by uplift,resulting in horizontal displacement and tor-sion far from the foundation pit.After the horizontal distance between the foundation pit and the tunnel exceeds 25m,the excavation of the foundation pit has little impact on the tunnel.The construction of the foundation pit bot-tom plate effectively controls tunnel deformation.

deep and large foundation pitmetro tunnelstunnel deformation

姜叶翔、羊逸君、周波、陶庆军、徐鹏、丁智

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杭州市地铁集团有限责任公司,杭州 310003

杭州地铁运营有限公司,杭州 310003

上海勘察设计研究院(集团)有限公司,上海 200438

浙大城市学院,杭州 310015

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深大基坑 地铁隧道 隧道变形

2024

低温建筑技术
黑龙江省寒地建筑科学研究院

低温建筑技术

影响因子:0.237
ISSN:1001-6864
年,卷(期):2024.46(1)
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