Analysis of Dynamic Earth Stiffness depending on Structural Parameters in the Process of Vibration Compaction
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Abstract
The paper addresses the problem of the rigidity of the foundation earth under the action of dynamic compaction vibrations. For this, based on the Voigt-Kelvin linear viscoelastic model and the vibrator roll -terrain interaction, the calculation relation and the curvature families were established for the variation of rigidity in relation to the elastic and viscous structural parameters. Thus, the influence of viscosity and mass on continuous frequency variation was highlighted.
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