摘要
在对深基坑整体式支护结构空间分析的基础上,提出了考虑环梁-桩-土共同工作的平面简化分析方法,该方法通过逐次渐近使空间问题转化为准二维问题,使得该类支护结构的计算分析工作量大大降低,通过与实际工程实测对比。
Based on the space analysis of integral supporting structures, a symplified method considering ring beam pile soil interaction is advancd, in which the space problem is transfered into a “2 D quasi plane” problem by the “advancd gradually” method which makes the analysis more easy. Comparision with the testing of actual engineering, shows that the method is feasible.
出处
《东南大学学报(自然科学版)》
EI
CAS
CSCD
1996年第6期97-102,共6页
Journal of Southeast University:Natural Science Edition
基金
江苏省建工局资助课题
关键词
基础
支护结构
深基坑
开挖
空间问题
foundation
supporting structures
simplification
nonlinearity