Shaking Table Test on Soil Slope Seismic Damage Failure Mechanism
Liu Zhenping,Liu Fuhai and Zhao Xianbo
DOI:10.11835/j.issn.1674-4764.2014.04.009
Received January 07, 2013,Revised , Accepted , Available online July 01, 2015
Volume ,2014,Pages 57-62
- Abstract
The digital image displacement measurement technology and finite element data smooth were applied in the soil slope shaking table test. The displacement field and strain field were obtained from the whole vibration process. And the seismic failure mode and failure mechanism were discussed as well. The results show the deformation of soil slope increases gradually; there is shear failure from slope middle to toe and tension-shear failure at the top of slope; there forms deep arc-shaped slip surface when the slope model fails. The generalized curvature of displacement time-hisrory curve is used to judge whether the slope seismic failure is feasible.