Abstract
The article considers the impact of dynamic loads and vibration exposure from construction machinery and motor transport on landslide slopes and soils composing them. To study the effect of dynamic exposure, we applied geophysical research methods and computational techniques based on longitudinal and transverse wave velocities and elastic properties of rocks. These calculations allowed us to arrive at values of stresses occuring in soils by exposure and values of natural frequencies of landslide slope soils. The mathematical calculation results are based on works of many researchers who dealt with impacts of dynamic loads on the ground. As a result, layers, where natural frequencies coincide with vibration exposure friquencies, have been identified after the materials of geophysical studies and mathematical calculations were analized.
Keywords
Landslide slopes, landslide body, vibration exposure, stress in the soil, slope stability factor.
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