Research Article
Stability Evaluation of Massive Landslides Using Ensembled Analysis of Time-Series InSAR and Numerical Simulation along the Yellow River, Northwestern of China
Figure 2
(a) Engineering geological zones of landslide. (b) Intermediate crack. (c) Deformation of antislide pile. (d) The deformation of the path. (e) Central scarp. (f) Landslide trailing edge.