摘要
本文分析了深基坑支护结构设计中影响土压力大小及分布规律的因素。当采用经典土压力理论进行支护结构设计时,对通过修正设计参数确定合理的设计方案进行了探讨。
The factors affecting the magnitude and distribution regularity of soil pressure acting on retaining structure of deep foundation pit are analyzed in this paper Approaches of deciding ra tional design scheme by using the revised parameters in accordance with the classical theory have been discussed
出处
《建筑结构学报》
EI
CAS
CSCD
北大核心
1998年第5期52-57,共6页
Journal of Building Structures
关键词
深基坑
支护结构
土压力
deep foundation pit,retaining structure,soil pressure