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公路隧道大变形控制及合理支护现场试验研究

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江西建材Issue(3):58-60,3.
江西建材Issue(3):58-60,3.

公路隧道大变形控制及合理支护现场试验研究

Field Test Study on Large Deformation Control and Reasonable Support Form of Highway Tunnel

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作者信息

  • 1. 四川川交路桥有限责任公司,四川 广汉 618300
  • 折叠

摘要

Abstract

In order to solve the problem of insufficient control of tunnel deformation,this paper uses the method of advanced support of the face to carry out the test of advanced drilling section and advanced guide section to determine the best support scheme.The results show that,com-pared with the comparison section,the horizontal convergence in the stability stage of the advanced drilling section is reduced by 29.5%,the arch settlement is reduced by 72.6%,the steel frame stress at the right arch waistline is reduced by 17.8%,and the surrounding rock stress is reduced by 40.1%.The horizontal convergence of the leading tunnel section is reduced by 34.2%,the settlement of the arch roof is re-duced by 82.3%,the stress of the steel frame at the right arch waist is reduced by 34.6%,and the stress of the tunnel surrounding rock is re-duced by 72.7%.According to all the monitoring values,the deformation control effect and bearing performance control effect of tunnel under the advance guide tunnel support scheme are the best,so this project is suitable to use the support scheme in the advance guide tunnel scheme to control the deformation control of highway tunnel.

关键词

公路隧道/支护措施/变形量/收敛量

Key words

Highway tunnel/Supporting measures/Deformation/Convergence quantity

分类

建筑与水利

引用本文复制引用

文展..公路隧道大变形控制及合理支护现场试验研究[J].江西建材,2024,(3):58-60,3.

江西建材

1006-2890

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