采用大变形几何非线性有限元法分析强夯加固机理及其振动对环境影响。
The geometric nonlinear finite element method is used to analyze the impact mechanism of dynamic compaction.
以往振动水冲法只是一种加固地基的方法。
The vibroflotation was a method only for strengthening foundation before.
分析了振冲加固过程中振动加速度与动孔隙水压力变化特性。
The vibration acceleration and the dynamic pore-pressure developing properties in the process of shaking and jetting reinforcement are analyzed.
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