Effect of Coarse Aggregate on the Freeze-Thaw Durability of Pervious Concrete
Publication: Journal of Materials in Civil Engineering
Volume 22, Issue 5
Abstract
Pervious concrete is becoming more common as a storm-water management tool in freeze-thaw climates. One of the main concerns or obstacles preventing a more widespread application is the aspect of freeze-thaw durability, whether perceived or actual. This paper describes a series of tests designed to determine the specific role coarse aggregate has on the freeze-thaw durability of pervious concrete using the ASTM C666A procedure. 17 different coarse aggregate samples were obtained from locations across the United States and Canada. Pervious concrete mixtures were placed using a mixture proportion previously determined as freeze-thaw durable. The range of durable aggregate gradations clearly defined a gradation specification and suggestions are made for optimizing the gradation with a small portion of sand. Mixtures with excellent freeze-thaw performance contained either granite or highly durable river gravel. The impact of aggregate angularity on mixture proportions and ultimate yield is also discussed.
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Acknowledgments
The research reported in this paper was conducted by Iowa State University with the sponsorship of the Portland Cement Association through an education foundation fellowship. The contents of this report reflect the views of the writers, who are responsible for the facts and accuracy of the data presented. The contents do not necessarily reflect the views of the Portland Cement Association.
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Information & Authors
Information
Published In
Journal of Materials in Civil Engineering
Volume 22 • Issue 5 • May 2010
Pages: 469 - 475
Copyright
© 2010 ASCE.
History
Received: Oct 13, 2008
Published online: Oct 2, 2009
Accepted: Nov 5, 2009
Published in print: May 2010
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