饱和土体一维固结方程的稳定性分析

Stability Analysis of one-D Consolidation Equations of Saturated Soil Mass

根据分布参数系统控制理论和半群理论的研究方法饱和成果对和土体在附加应力作用下-维固结方的稳定性进行分析证明。

By using control theory of distributed parameter systems and semigroup theory, the stability of one -D consolidation equations of saturated soil mass under the action of additional stress is analysed. The result of the gradually stable consolidation settlement of soil mass is proved.