摘要
在一定环境和施工条件下，深基坑采用多种组合模式的支护桩有显著优点。本文结合工程应用，重点论述了空间组合支护桩的类型、设计计算方法。
In some situations of surroundings and construction, there are a lot of advantager when defferent spacial composite retaining piles have been used. In this paper, the types, methods of design and calculation have been discussed in the light of engineering applications.
出处
《工业建筑》
CSCD
北大核心
1995年第9期8-13,共6页
Industrial Construction
关键词
深基坑
支护桩
设计
组合桩
计算
spacial compostite retaining piles
interaction of pile-soil
share ratio of lateral earth pressure
