摘要
选择了K0+450,K0+985两个剖面,利用平面有限元的方法可以得到一系列的应力、位移图,通过对这些图的分析来判断放空洞的稳定性,并提出支护措施,对整个工程具有重要意义。
In this thesis, the author choose profile K0 ＋ 450, profile K0 ＋ 985. We can gain some picture of stress and displacement with the method of finite element. Through analyses of these pictures, we can conclude the stability of spillways and make some suggestion about support. It is very important to this project.
出处
《山西建筑》
2006年第22期103-104,共2页
Shanxi Architecture
关键词
放空洞
有限元
稳定性
spillways, finite element, stability
