Formation of the pavement frame from a granular redesign by compaction

The compaction of hot asphalt-concrete mixtures has several disadvantages. In turn, granular redesigns are deprived of these disadvantages but are little studied. The object of research is granular redesigns. This work aims to study the peculiarities of compaction of granular redesigns in the temperature range from 20 °C to 120 °C. The results of theoretical and experimental studies are presented, reflecting the peculiarities of forming the framework of the material obtained from granular redesigns using a known technological technique - compaction.