摘要
依托实际工程进行双排桩支护结构的设计,分析比较,利用PKPM计算软件对该方案进行计算校验,得出最佳设计方案。
The best design is made according to the design and analysis of practical retaining structure with double-row piles and as well as the revision of different programs with PKPM.
出处
《工程建设与设计》
2007年第9期57-61,共5页
Construction & Design for Engineering
关键词
基坑支护
双排桩
土压力
retaining structure of foundation pit
double-row piles
soil pressure
