城市建筑Issue(32)：85-85,89,2.
深基坑内侧倾斜高压旋喷桩堵漏施工技术
Construction Technology of High Pressure Jet Grouting Pile Plugging Inside Inclined Deep Foundation Pit
丘华生 1周杰 1蒋志成 1苏涛1
作者信息
- 1. 中国建筑第四工程局有限公司厦门分公司，福州 350000
- 折叠
摘要
Abstract
This paper discussed water seepage and sand in-flow during the excavation of deep foundation pit. By impro-ving on the traditional reinforcement scheme of high-pressure rotary jet grouting piles in foundation pit, through reinforcing inclined high pressure jet grouting pile, strengthen the water stop curtain.关键词
深基坑/倾斜/高压旋喷/堵漏Key words
deep foundation pit/tilt/high pressure jet/leakage stoppage引用本文复制引用
丘华生,周杰,蒋志成,苏涛..深基坑内侧倾斜高压旋喷桩堵漏施工技术[J].城市建筑,2014,(32):85-85,89,2.
