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The results of field researches of the oscillatory process subgrade erected with sand dunes. The analysis of the oscillations records of particle of sand dunes at the main field, in the frame and be-hind of the subgrade. Given findings change of the value of oscillation amplitudes of dunes sand depending on the speed of trains. Analytical dependence of definition of attenuation of fluctuations in a body of subgrade from sand dunes and behind its limits is revealed.

The work is devoted to experimental study of the roadbed, filled from loess-like sandy, namely, characteristics dynamic vibration impacts arising from the passage of rolling stock, to establish the nature of the damped oscillation, the analytical expressions that can be used to estimate the bearing capacity of the subgrade to the dynamic vibration load.