In this paper, stability of soil foundation is simulated by means of analytical limit analysis in which generalized viscoplasticity is introduced by augmented Lagrangian technique.
在总结了基于传统塑性理论上限法内力功的计算方法的基础上，将基于广义塑性理论的上限法应用到杨俊杰的内力功计算方法中。
On the basis of appraising the existing analytical methods of slope stability, the plastic limit analysis using finite elements is put forward to analyze the slope stability.
在评价现有边坡稳定分析方法的基础上，提出了边坡稳定的有限元塑性极限分析方法。
While there were multiple equilibrium results in the analytical results of the monopoly limit pricing game model, which inconvenienced the analysis and application.
而在垄断限价博弈模型的分析结果中存在多重的均衡结果，给分析与应用带来了很大不便。
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