基于固结有限层的考虑提出了土体固结的桩-土-承台非线性共同作用分析方法。
Based on the consolidated finite layer theory, the analysis method of the nonlinear interaction on pile group-soil-raft considering soil consolidation is built in the study.
本文采用有限单元法对建在多层地基上的剪力墙， 基础和土进行了共同作用分析。
This paper deals with the interaction between shear wall and its foundation using finite element method.
提出了基于有限层理论的考虑土体固结的单桩-土-承台非线性共同作用分析方法。
The analysis method of single pile-soil-raft nonlinear interaction considering soil consolidation based on the finite layer method is built in the study.
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