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大跨径隧道衬砌设计及开挖施工技术研究

谢承志

江西建材Issue(3):98-100,3.
江西建材Issue(3):98-100,3.

大跨径隧道衬砌设计及开挖施工技术研究

Research on Lining Design and Excavation Construction Technology of Long-span Tunnel

谢承志1

作者信息

  • 1. 贵州贵安城投项目管理有限公司,贵州 贵阳 550081
  • 折叠

摘要

Abstract

Taking a tunnel project in Guizhou Province as an example,this paper analyzes the lining design and excavation construction tech-nology of a long-span tunnel,and monitors the deformation around the tunnel project,arch settlement and surrounding rock pressure.The re-sults show that the horizontal convergence of the tunnel excavation project is 21 mm,the pressure level of the surrounding rock of the tunnel is stable at 1.67 MPa,and the settlement of the tunnel vault is stable at 31.2 mm.All the monitoring data do not exceed the warning value in the design scheme.The lining design and excavation construction technology adopted in the project have good construction effect.The large span tunnel engineering design scheme with composite lining and advanced support has a good market application scenario.

关键词

大跨径隧道/衬砌结构设计/变形监测

Key words

Long-span tunnel/Lining structure design/Deformation monitoring

分类

交通工程

引用本文复制引用

谢承志..大跨径隧道衬砌设计及开挖施工技术研究[J].江西建材,2024,(3):98-100,3.

江西建材

1006-2890

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