Abstract
The article dwells on the matters of monitoring of landslide slope stability near construction facilities. The procedure of field experimental research on landslide slopes and road structures thereon with the use of the vibration-measuring system was examined. The procedure of field experimental research on the sections with various levels of ground watering was described to detect differences in the characteristics of dynamic deformation of the landslide and stable sections of the slope. Amplitude-time characteristics of the vertical and tangential components of the surface vibrations on the microseism level and matching amplitude-frequency characteristics were obtained. The criteria of road structure stability on landslide sections of slopes were identified.
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