viscoplasticity

, creep, viscoplasticity, etc.) or transient load steps only.

蠕变和性等。

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.

通过增广拉格朗日法将广义性引入极限分析，对土质地基的稳性进行模拟。