Landslide Monitoring with Passive Seismic Method

Location: Niulanshan, Chizhou City

Purpose: To investigate geological hazards in mines. Identify the structural types and spatial geometric shapes of landslide rock and soil mass in the survey area, investigate the morphological characteristics of the bedrock surface, and conduct geological stratification; The detection depth shall not be less than 30 meters.

　　

 
 

The phase velocity profile of Line 3 shows that from the exploration phase velocity map, the thickness of the low-speed layer increases significantly at around 35 to 60 meters on the line, with a maximum thickness of around 25 meters (the red line in the figure represents the boundary between low and high speeds)

　　

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Tel: 0086-0551-65327898 / 65327899  
Fax: 0086-0551-65327899  
E-mail: hfgwe@hfgwe.com  
Add: 9th Floor, Building A, G3, Phase II, Innovation Industry Park,No. 2800 Innovation Avenue, High-tech Zone, Hefei city,Anhui Province, China

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