摘要
介绍了云琅新居基坑开挖方案 ,综合重力式挡土和悬臂式挡土两种计算方法 。
The foundation pit design of Yunlang building was presented with two computing methods:gravity retained and cantilever bulkhead.Some designing experiences about bearing structure of foundation pit in field projects were given.
出处
《天津城市建设学院学报》
CAS
2000年第2期132-134,共3页
Journal of Tianjin Institute of Urban Construction
关键词
重力式
悬臂式
支护结构
基坑开挖
gravity retained
cantilever bulkhead
bearing structure
