Characterization of linear viscoelastic, nonlinear viscoelastic and damage stages of asphalt mixtures
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Linear viscoelasticity was strictly differentiated from the nonlinearity.

Material properties in linear viscoelastic stage were the reference properties.

Viscoelastic stress, reference modulus & pseudostrain were rigorously established.

The sole linear viscoelastic effect was eliminated to determine pseudostrains.

Dissipated pseudostrain energies were determined for representative loading cycle.

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