摘要
某厚淤泥层深基坑围护结构采用地下连续墙,按照常规指标施工地下连续墙过程中,常常发生塌槽;通过采用提高泥浆比重、成槽机上路基箱等技术措施后,达到了安全、可行的目的。
The diaphragm wall is used for curbing some deep foundation pit of the thick mud layer,but the groove collapse would happen during construction of the diaphragm wall auordiny to routine index.The safety and practical feasibility can be reached after increasing the specific gravity of mud and making the groover working on the subgrade boxes.
出处
《施工技术》
CAS
北大核心
2007年第S1期16-19,共4页
Construction Technology
关键词
厚淤泥层
地下连续墙
塌槽
泥浆相对密度
路基箱
侵限
thick mud layer
diaphragm wall
groove collapse
specific gravity of mud
subgrade box
limit of intrusion