Adaptive elasto-visco-plastic finite element analysis of the stability of Dayantang slope

被引：0
|
作者：
Chen, Shangfa [1 ]
She, Chengxue [1 ]
Chen, Shenghong [1 ]
机构：
[1] Sch. of Hydraulic and Elec. Eng., Wuhan Univ., Wuhan 430072, China
来源：
Yanshilixue Yu Gongcheng Xuebao/Chinese Journal of Rock Mechanics and Engineering | 2002年 / 21卷 / 02期
关键词：
Adaptive algorithms - Deformation - Elastoplasticity - Finite element method - Viscoplasticity;
D O I：
暂无
中图分类号：
学科分类号：
摘要：
The deformation and stability of Dayantang slope are studied with adaptive elasto-viscoplastic finite element method. In the calculation, if local instability happens, the edges of tension yield areas will be simulated with Goodman joint elements, meanwhile the mesh will be adjusted and refined. The results show that the local instability of Dayantang slope will not occur,and the minimum safety factor of the entire slope is about 1.143.
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收藏
页码：169 / 175
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