探矿工程-岩土钻掘工程Issue(2)：68-70,3.
深基坑围护超深地下连续墙护壁泥浆的研究及应用
Research on Slurry in Ultra Deep Underground Continuous Wall for Deep Foundation Pit Bracing
张涛 1陈礼仪 1彭建华 2宋保强2
作者信息
- 1. 成都理工大学环境与土木工程学院，四川成都610059
- 2. 中国建筑西南勘察设计研究院有限公司上海分公司，上海200120
- 折叠
摘要
Abstract
According to the characteristics of the pit supporting in Suzhou Center project, which is near the subway and se-vering the confined water, ultra deep underground continuous wall was adopted to brace the foundation pit.Aimed to the engineering key, difficult point and the quality control requirement, the research and analysis were made on the slurry in groove constructing process for the ultra deep underground continuous wall.A whole set of slurry preparation, parameter control and slurry treatment were presented.The practice showed the slurry is very feasible in the underground continuous wall engineering.关键词
基坑围护/承压水/超深地下连续墙/护壁泥浆Key words
foundation pit bracing/confined water/ultra deep underground continuous wall/slurry分类
土木建筑引用本文复制引用
张涛,陈礼仪,彭建华,宋保强..深基坑围护超深地下连续墙护壁泥浆的研究及应用[J].探矿工程-岩土钻掘工程,2013,(2):68-70,3.
