Search

A catastrophic loess flow slide was triggered by the 2013 Minxian–Zhangxian earthquake in Yongguang village, Minxian County, Gansu Province, China. The landslide destroyed eight houses and killed 12 persons. The landslide involved the failure of 14.0 × 104 m3 of loess deposits from the source area. The displaced materials traveled 1000 m with an elevation descent of 180 m, covering an area of 4.2 × 104 m2. A numerical model (DAN3D) is used to simulate the post-failure behavior of the landslide based on a detailed field investigation. A combination of the frictional model and Voellmy model provides the best performance in simulating the landslide using trial and error. The simulation results indicate that the landslide lasted approximately 120 s and had an average velocity of 8.3 m/s. The final runout distance and deposit distribution are in a good agreement with the actual situation, indicating the accuracy of the simulated results. Therefore, it is expected that the models and parameters could improve the precision of hazard zonation for areas with geological, topographical, and climatic features similar to the Yongguang landslide area. [ABSTRACT FROM AUTHOR]