Research Article
Application of Slope Radar (S-SAR) in Emergency Monitoring of the “11.03” Baige Landslide
Table 1
Strong deformation area statistical characteristics.
| No. | Location | Estimated area (m2) | Cause of strong deformation |
| ① | K3-2 | 61000 | Shallow residual slope soil and cataclastic rock mass collapse | ② | K1 | 14000 | Slope face loose stone fall | ③, ④ | V-shaped groove area | 13200 | Top of V-shaped groove and falling blocks on both sides scrape the surface | ⑤ | Cut the exit | 15400 | Surface landslide deposits, shallow residual slope soil, and cataclastic rock mass collapse |
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