Abstract
Compaction of unbound, granular base and subbase layers in flexible pavement systems is reviewed. The distinction between density and compaction is related. The beneficial effect of increased density achieved through compaction on specific properties of grade aggregate mixtures, including strength and deformation characteristics, is demonstrated by the use of data drawn from the literature. The influence of: (1)Aggregate gradation; (2)water content; and (3) excessive fines for a given compactive effort on achievable density, and ultimately on the performance of the pavement system, is analyzed. In-service compaction of granular base materials by traffic is reviewed. Recommendations for specification requirements for granular base and subbase materials to be used in pavement systems that will be subjected to the demands of modern, high-volume, high-speed, heavy traffic, are made.
Talk to us
Join us for a 30 min session where you can share your feedback and ask us any queries you have
Schedule a callDisclaimer: All third-party content on this website/platform is and will remain the property of their respective owners and is provided on "as is" basis without any warranties, express or implied. Use of third-party content does not indicate any affiliation, sponsorship with or endorsement by them. Any references to third-party content is to identify the corresponding services and shall be considered fair use under The CopyrightLaw.
