摘要
根据金城大厦工程中各项条件，对基坑采用工字形截面排桩式连续墙支护，其结构整体刚度大、稳定性高。支护设计采用“布氏”法和“ｍ”法进行结构计算。
The continuous wall support with I-shaped crosssection pile rows was used in the foundation pit for Jincheng Mansion,in accordance with the engineering conditions of this project.Such type support structure has higher integral rigidity and better stability.This support structure was calculaied using Bull's and“m”methods.
出处
《冶金矿山设计与建设》
1996年第3期17-21,共5页
Metal Mine Design & Construction
关键词
基坑支护
冲孔桩
结构计算
深基础支护
Foundation pit supporting
Punching pile Structure calculation
Active soil pressure
