Comparative Analysis of Gyratory and Proctor Compaction Processes of Unbound Granular Materials

摘要: The Proctor method is the most widely utilized compaction in study of unbound granular soils that are used road infrastructures. However, a possible drawback test material undergoes impact loads do not have well defined correspondence with energy application modes field methods. For this reason, some research studies recently focused on use gyratory method, which has been successfully so far bituminous mixture, for materials. In present work, elaboration data allowed authors to understand and compare evolution densification processes attained two particular, correlations were found between energies transferred by devices reach same density level.