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。
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。
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.
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