, 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
析，对土质地基的稳
性进行模拟。
声明：以
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