摘要
以阴坪水电站覆盖层不同闸基处理为例,采用ANSYS大型有限元分析软件,基于非线性Drucker-Prager本构模型,分析了不同的闸基地基处理方式下,闸室的位移和应力分布特征,为闸基处理方案提供依据。
Taking the various seepage treatment of deep cover at Yinping Hydropower Station as the example, the paper adopts ANAYS, the large-scale finite element analysis software, and analyzes the displacement of the seepage and the stress distribution features under various seepage foundation treatment based on the non-linear Drucker-Prager constitutive model, so as to provide some reference for the seepage treatment scheme.
出处
《山西建筑》
2014年第34期224-226,共3页
Shanxi Architecture
关键词
深厚覆盖层
有限元
闸室
位移
应力
deep cover
finite element
seepage
displacement
stress
