摘要
文章采用大型非线性有限元平台ABAQUS,针对土质边坡稳定性问题,通过大变形弹塑性有限元数值计算与结果对比分析,探讨了土质边坡极限失稳破坏过程与机理。
With the help of ABAQUS, the article approaches to the ultimate destabilizing process and mechanism of soft side slope based on the FEM numerical analysis with the theory of elastic-plastic large deformation.
出处
《安徽建筑》
2008年第4期177-178,共2页
Anhui Architecture
关键词
土质边坡
大变形
弹塑性
有限元
soil slope： large deformation
elastic-plastic
FEM
