Karimiov
Salomov
Murodqulov

The method of monitoring of landslidable bodies based on engineering seismometer measurements of soil’s displacements, velocity and acceleration at the vicinity of such locations has been developed for the Tajikistan’s territory. Landslidable body as an elastic and viscous-plastic continuum with the transition between its elastically deformed parts to the preparing rupture zone at the contact space of the body with the bedrock sub layer, where rocks are at plastic-viscous state. Due to variations of the body’s soil displacements, velocities and accelerations the monitoring of space body dynamics by means of engineering-seismometry methods gives a principal way to monitor mountain slopes stability and render landslide prediction.