Case Study/UGL‑3C Node System Carries Out Landslide Monitoring Project in Niulanshan, Chizhou
Aug 28,2026
🌍 Landslide Monitoring in Chizhou, China 🌍
📍 Location: Niulanshan, Chizhou City
🕒 Date: June 23, 2024
⚙️ Equipment: UGL-3C
To assess potential geological hazards in mining areas, our team conducted a seismic survey using the UGL-3C node system.
The goal was to identify the structural types and spatial geometry of landslide rock and soil masses, analyze bedrock morphology, and perform geological stratification — with detection depths exceeding 30 meters.
📊 Key Findings:
The phase velocity profile of Line 3 indicates a significant thickening of the low-velocity layer between 35–60 m, reaching up to 25 m in thickness.
(The red line in the figure marks the boundary between low- and high-velocity zones.)
These results demonstrate how UGL-3C supports accurate subsurface imaging for landslide risk evaluation and mine safety monitoring.
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