摘要
结合轨道交通工程洛溪站2号风亭基坑连续墙涌水事故,介绍了控制深基坑涌水的整改措施和工程经验,为今后同类基坑施工提供参考。
Combination with continuous wall gushing accident in 2nd ventilation pavilion of rail transit Luoxi station,this paper describes the reform measure of deep foundation gushing and gives engineering experience for the future construction of the same type of foundation.
出处
《广东土木与建筑》
2010年第3期39-40,21,共3页
Guangdong Architecture Civil Engineering
关键词
深基坑涌水
连续墙接头处理
deep foundation gushing
continuous wall joint treatment
