Dynamic Response Control of Linear Viscoelastic Materials as Resonant Composite Rheological Models
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Abstract
For certain categories of soils containing sand (15%), gravel (20%), clay (40%), stabilizers (15%) and water 10%, the appropriate rheological model for dynamic analysis is type E – (E/V). In this case, for the process of dynamic compaction on layers with thicknesses of 30÷50 cm, how is the analysis of the final effect required by assessing the degree of compaction.
This is achieved by the dynamic evaluation of the parameters in the resonance regime, the experimental and numerical results belonging to the authors are mentioned in the previously published papers [1].
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