摘要
通过三维弹塑性有限元程序并通过一定的室内模型试验对墩 -筏基础在不同荷载作用下的工作性状进行了研究。得出了适合于墩 -筏基础的一系列规律 ,能够很好地分析墩 -筏基础的荷载分配比问题 。
Research on the working mechanism of pier-raft foundations has been carried out by comparing the 3- D elasto-plastic finite element analysis results with the observed data from laboratory model tests.The analysis method can be reasonably used to calculate the bearing ratios of piers and the raft,which can provide the theoretical evidence for practical constructions.
出处
《港工技术》
北大核心
2003年第3期46-48,共3页
Port Engineering Technology
