江汉大学学报(自然科学版) ›› 2018, Vol. 46 ›› Issue (4): 352-355.doi: 10.16389/j.cnki.cn42-1737/n.2018.04.010

• 土木工程 • 上一篇    下一篇

浅埋偏压软弱围岩隧道施工技术分析

尚青磊   

  1. 中铁十八局集团轨道交通工程有限公司,广西 南宁 530031
  • 出版日期:2018-08-28 发布日期:2018-08-31
  • 作者简介:尚青磊(1978—),男,工程师,研究方向:隧道工程。

Analysis of Weak Surrounding Rock Tunnel Construction with Shallow Burying Under Unsymmetrical Pressure

SHANG Qinglei   

  1. 18th Bureau Group Rail Traffic Engineering Co.,Ltd. of China Railway, Nanning 530031,Guangxi,China
  • Online:2018-08-28 Published:2018-08-31

摘要: 浅埋偏压软弱围岩隧道是工程建设中的常见类型,这种隧道稳定性差,施工技术难度大,质量控制要求高。为顺利完成施工任务,保证工程质量,严格落实施工技术是必要的。介绍了浅埋偏压软弱围岩隧道施工工艺流程和技术措施,并指出施工中需要注意的问题,为类似工程建设提供启示与参考。

关键词: 浅埋偏压, 软弱围岩, 隧道施工技术, 初期支护, 衬砌施工

Abstract: Weak surrounding rock tunnel construction with shallow burying under unsymmetrical pressure is a common type in engineering construction. This kind of tunnel has poor stability, difficulty in construction technology and high quality requirement. In order to successfully complete the construction task and ensure the construction quality,it is necessary to strictly implement the construction technology. This paper introduced the construction process flow and technical measures of the weak surrounding rock tunnel construction with shallow burying under unsymmetrical pressure, and pointed out the problems required attention in the construction,it can provide inspiration and reference for similar engineering construction.

Key words: shallow burying under unsymmetrical pressure, weak surrounding rock, tunnel construction technology, initial support, lining construction

中图分类号: