摘要
运用FLAC3D软件在平面应变状态下对不同高宽比粘土试样的应变局部化进行了数值模拟研究,得到了满意的局部化剪切带图案,分析了由于摩擦而产生的端部约束对不同高宽比土样应变局部化的影响。
The simulation to the strain localization on clay which has different ratio of height to width was carried out in the state of plane strain by FLAC3D and the localization shear band can be geo. The effects on soil localization deformation due to end restriction were analysed.
出处
《土工基础》
2006年第5期47-48,60,共3页
Soil Engineering and Foundation
