饱和土动力固结分析中的变分原理

    Variational Principle for Dynamic Consolidation Analysis of Saturated Soil

    • 摘要: 给出文献的饱和土动力微分方程变分所对应的泛函表达式,这对饱和多孔介质的动力固结问题数值分析具有重要意义。

       

      Abstract: Functional reprentations corresponding to the variational principle for dynamic differential equations of saturated soil in Ref. 1 were presented. It is significant for the numerical analysis on dynamic consolidation problems of saturated porous media.

       

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