摘要
用非线性有限元法对江门某一采用复合柱支护结构的深基坑开挖过程进行了数值模拟，根据分析结果提出了有关该类深基坑工程设计与施工的建议．
In this paper, nonlinear FEM is used to numerically simulate the excavation of a pit with multiple piles retaining structure in Jiangmen. Some suggestions about the design and excavation of the pit are put forward based on the analysis.
出处
《南方冶金学院学报》
1999年第3期143-147,共5页
Journal of Southern Institute of Metallurgy
关键词
非线性有限元
支护结构
复合桩
基坑开挖
nonlinear finite element, retaining structure, multiple piles
