华东交通大学学报2017，Vol.34Issue(1)：67-72,6.
富水软弱隧道围岩工后软化效应分析及其控制措施研究
Study on Softening Effect of Water-Rich Soft Rock Mass around the Tunnel and Its Control Measures
陈国中 1徐前卫 2程盼盼 2董继涛 1吴永波1
作者信息
- 1. 中铁七局集团第二工程有限公司,陕西 西安 7100321
- 2. 同济大学道路与交通工程教育部重点实验室,上海 201804
- 折叠
摘要
Abstract
Nanhua No.1 Tunnel is mainly constructed in waterrich as well as weak rock mass. In order to ensure the safety of Nanhua No.1 tunnel, this paper carries out a series of researches on the softening effect of waterrich soft rock mass and its control measures. Firstly, numerical simulation is conducted to analyze the softening effect of soft rock mass, and then control measures are proposed according to the calculation results. Finally, field monitoring results are analyzed to verify the reasonability of the construction control measures.关键词
隧道/地下水/软化效应/控制措施Key words
tunnel/underground water/softening effect/control measures分类
交通工程引用本文复制引用
陈国中,徐前卫,程盼盼,董继涛,吴永波..富水软弱隧道围岩工后软化效应分析及其控制措施研究[J].华东交通大学学报,2017,34(1):67-72,6.
