摘要
介绍了SMW及钻孔灌注桩两种基坑支护的方法,并对其进行了理论分析,结合工程实例对其施工效果及经济性进行了比较,得出了SMW法较为经济、钻孔灌注桩刚度较大的结论,也为基坑施工中支护方案选择提供参考。
It introduces foundation pit support methods including SMW and drill-pouring pile and theory analysis is done, compares construction effect and economy combined with specific engineering, and obtains conclusion that SMW is economic and rigidity of drill-pouring pile is big, which can be referred for selection of foundation pit support plan.
出处
《山西建筑》
2006年第1期129-130,共2页
Shanxi Architecture
关键词
基坑围护
SMW工法
钻孔灌注桩
抗弯刚度
foundation pit support, SMW, drill-pouring pile, flexural rigidity
