Although currently we can design with considering nonlinear interaction of piled raft foundations, no one considers superstructure.
虽然当前已有考虑桩筏非线性的设计，但仍无人在此基础上，考虑上部结构。
This paper presents an effective analytical model to estimate load capacity possessed by supporting soil for piled raft foundations.
本项研究提出了一种估计桩—筏基础筏底土所分担荷载的有效分析模型。
By finite element method, the distributions of additional stress of piled raft foundations in different raft rigidities are analyzed.
采用有限单元法对不同筏板刚度下桩筏基础下卧层附加应力的分布规律进行分析。
应用推荐