, creep, viscoplasticity, etc.) or transient load steps only.
蠕变和粘塑性等。
, creep, viscoplasticity, etc.) or transient load steps only.
蠕变和粘塑性等。
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粘塑性引入极限分析，对土质地基
稳
性进行模拟。
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