华东交通大学学报2016，Vol.33Issue(3)：40-46,7.
富水砂卵石地层盾构端头井加固技术研究
Study on Reinforcement of Shield End Well in Saturated Sandy Pebble Stratum
龚振宇 1程盼盼 2徐前卫2
作者信息
- 1. 中铁五局电务城通公司，湖南 长沙 410205
- 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
The tunnel section of shield end from Tianqiao -Yongdingmenwai of Beijing Metro Line 8 is deeply buried and contains water-rich sandy cobble stratum. In order to reduce the risk of gushing water and sandstone when the shield arrives, a soil reinforcement scheme is designed. Firstly, the way to reinforce is determined by comparing different methods; then according to theoretical calculation and experience analogy, the scope of soil reinforcement is obtained;finally, precipitation scheme is presented through theoretical calculation and numerical simulation. The results can provide reference for future design and construction of similar projects.关键词
砂卵石地层/端头加固/旋喷桩/加固范围/降水方案Key words
sandy pebble stratum/soil reinforcement of the end well of shield tunnel/rotary churning pile/rein-forcement scope/precipitation scheme分类
交通工程引用本文复制引用
龚振宇,程盼盼,徐前卫..富水砂卵石地层盾构端头井加固技术研究[J].华东交通大学学报,2016,33(3):40-46,7.
