摘要
通过增广拉格朗日法将广义粘塑性引入极限分析，对土质地基的稳定性进行模拟。
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.
出处
《贵州工业大学学报（自然科学版）》
CAS
1998年第6期35-38,45,共5页
Journal of Guizhou University of Technology(Natural Science Edition)
关键词
拉格朗日法
广义粘塑性
土质地基
稳定性
地基
augmented Lagrangian technique
generalized viscoplasticity
analytical limit analysis
soil foundation
stability
