摘要
本文对高层建筑桩筏基础设计方法进行了分析,提出了实用的设计计算方法——弹性支承无梁薄板法.对计算方法进行了具体的介绍,并对桩土共同工作进行了探讨.
In this paper, the design method for pile-raft foundation of high-rise building is analysed. A practical design computation method,the elastomeric bearing girderless sheet method,is presented. The interaction of subsoil and piles is also discussed.
出处
《建筑结构》
CSCD
北大核心
1996年第7期3-9,共7页
Building Structure
关键词
桩筏基础
高层建筑
设计
土
弹性支承
high -rise buildings pile-raft foundation
structural calculation
girderless sheet
elastomeric bearing
