Research Article
Jan 1977
Compaction of Graded Aggregate Bases and Subbases
Publication: Transportation Engineering Journal of ASCE
Volume 103, Issue 1
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 graded 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.
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Published In
Transportation Engineering Journal of ASCE
Volume 103 • Issue 1 • January 1977
Pages: 103 - 113
Copyright
© 1977 American Society of Civil Engineers.
History
Published in print: Jan 1977
Published online: Feb 5, 2021
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Authors
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Charles R. Marek, M.ASCE
Construction Materials Engr., Vulcan Materials Co., Birmingham, Ala.
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ASCE Library Cards let you download journal articles, proceedings papers, and available book chapters across the entire ASCE Library platform. ASCE Library Cards remain active for 24 months or until all downloads are used. Note: This content will be debited as one download at time of checkout.
Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.