工程技术研究2024,Vol.9Issue(10) :1-3.DOI:10.19537/j.cnki.2096-2789.2024.10.001

新建盾构隧道近距离下穿既有地铁线变形控制

The Deformation Control of Newly-built Shield Tunnel Passing Underneath Existing Subway Line at Close Distance

陈奎 赵晓东
工程技术研究2024,Vol.9Issue(10) :1-3.DOI:10.19537/j.cnki.2096-2789.2024.10.001

新建盾构隧道近距离下穿既有地铁线变形控制

The Deformation Control of Newly-built Shield Tunnel Passing Underneath Existing Subway Line at Close Distance

陈奎 1赵晓东1
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作者信息

  • 1. 济南轨道交通集团建设投资有限公司,山东 济南 250014
  • 折叠

摘要

新建隧道近距离下穿既有地铁线路时,采取合适的沉降控制措施尤为重要,文章以济南地铁某新建盾构隧道下穿既有地铁线路工程为背景,通过对施工过程的数值模拟,并结合监测数据和盾构施工参数,探讨新建盾构隧道近距离下穿既有地下线路的施工注意事项,验证隧道沉降控制措施的可行性.

Abstract

It is particularly important to take appropriate settlement control measures when a newly-built tunnel passes underneath the existing subway line at a close distance.Based on the project of a newly-built shield tunnel passing underneath the existing subway line in Jinan Metro,this paper discusses the construction precautions of the newly-built shield tunnel passing underneath the existing subway line at a close distance by numerical simulation of the construction process and combined with monitoring data and shield construction parameters,and verifies the feasibility of tunnel settlement control measures.

关键词

盾构隧道/既有地铁线/盾构施工/变形控制/自动化监测

Key words

shield tunnel/existing subway line/shield construction/deformation control/automatic monitoring

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出版年

2024
工程技术研究
广州钢铁企业集团有限公司

工程技术研究

影响因子:0.081
ISSN:2096-2789
参考文献量4
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