Calculation improvement of asphalt concrete possessing parameters of structurally unstable material is based on the problem of increasing the bearing capacity in terms of the expansion of borders of elastic and plastic material deformation. Purpose: Determination of elastic-plastic characteristics of asphalt concrete during non-equiibrium deformation and elastic aftereffect. Practical implications: The estimation of strength of asphalt concrete pavement of carriageway is based on a solution of the contact problem for structurally unstable material.
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Kartopoltsev et al. (2024) studied this question.
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