- Article
Threshold of Slope Instability Induced by Rainfall and Lateral Flow
- Hung-En Chen,
- Tung-Lin Tsai and
- Jinn-Chuang Yang
In this study, a two-dimensional numerical landslide model was developed to investigate the effects of the amount of rainfall and lateral flow on induced slope failures. The Richard’s equation was used to evaluate pore water pressure distribution in...

