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下穿省道高速公路隧道施工变形与控制分析

高万旭

江西建材Issue(4):93-94,97,3.
江西建材Issue(4):93-94,97,3.

下穿省道高速公路隧道施工变形与控制分析

Construction Deformation and Control Analysis of Underpass Provincial Highway Tunnel

高万旭1

作者信息

  • 1. 四川省铁路建设有限公司,四川 成都 610072
  • 折叠

摘要

Abstract

In this paper,the influence of expressway tunnel excavation on provincial basement deformation is analyzed by numerical simula-tion,and the control measures for provincial basement deformation are proposed.The deformation of tunnel envelope and provincial road is mo-nitored in real time during tunnel excavation.The results show that the controlled reduction of subgrade deformation reaches 50%when the ex-cavation penetration exceeds 30 m.No matter whether there is support structure or not,tunnel excavation will affect the basement deformation of provincial highway.The slope stability control at the edge of the entrance and the tunnel excavation deformation control technology in the tun-nel are used to strengthen the tunnel excavation.The deformation value of all sections tends to be stable after construction,and does not exceed the warning value in the design scheme,that is,the deformation control technology adopted has good construction effect,and the construction quality is safe,reasonable and reliable.

关键词

高速公路隧道/下穿省道/数值模拟/实时监测/控制技术/施工变形

Key words

Expressway tunnel/Underpass dart/Numerical simulation/Real-time monitoring/Control technology/Construction deformation

分类

交通工程

引用本文复制引用

高万旭..下穿省道高速公路隧道施工变形与控制分析[J].江西建材,2024,(4):93-94,97,3.

江西建材

1006-2890

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