摘要
钻孔后注浆连续墙是在水泥土与型钢组合的SMW连续墙基础上的一种改进工法,经多项工程实践,该工法已日臻成熟。与SMW连续墙相比,该工法在水泥土浆制配、桩孔施工、水泥土浆压注成墙、芯材置入等多方面具有特殊性。
Drilling and cement-soil transfusing diaphragm wall method is ameliorated on the base of SMW diaphragm wall method. The method trends to be mature through several projects. Compared with SMW diaphragm wall this method has particularity in making cement-soil slurry, pile drilling, cement-soil slurry transfusing to form wall and main material posting and so on.
出处
《建筑技术》
北大核心
2011年第12期1090-1092,共3页
Architecture Technology
关键词
基坑支护
钻孔后注浆连续墙工法
水泥土浆
supporting to pit
drilling and cement-soil transfusing diaphragm wall method
cement-soilslurry
