Recycled Concrete Aggregates in Roadways: Laboratory Examination of Self-Cementing Characteristics
Publication: Journal of Materials in Civil Engineering
Volume 27, Issue 10
Abstract
This paper examines the self-cementing phenomenon of the road construction material known as recycled concrete aggregate (RCA). Two RCA types were selected as study materials: (1) high-grade RCA (HRCA), a quality RCA manufactured from relatively high-strength concrete structures; and (2) road base RCA (RBRCA), a high-grade RCA blend combined with brick and general clean rubble (road base material). Laboratory tests were performed to obtain the unconfined compressive strength, indirect tension dynamic modulus, and resilient modulus of the test samples to examine their hardening characteristics when subjected to varying curing periods. These tests were performed in conjunction with microstructure analyses from X-ray diffractometry (XRD) and scanning electron microscope (SEM) techniques. The HRCA samples, which were prepared and subjected to varying curing conditions, transformed from an initially unbound material into a bound (fully stabilized) material. The results of XRD and SEM analyses clearly demonstrate that secondary hydration occurred. The RBRCA samples were able to maintain their unbound granular properties, with nonsignificant self-cementing, thus supporting the hypothesis that the mixing of nonactive materials such as bricks and clean rubble into RCA will lessen the tendency of RCA toward self-cementing.
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Acknowledgments
The authors wish to thank Mr. Colin Leek for his guidance in this study on the performance of RCA in pavement trials. His extensive experience in the use of secondary materials for roadway construction has been invaluable.
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© 2014 American Society of Civil Engineers.
History
Received: Sep 10, 2014
Accepted: Nov 14, 2014
Published online: Dec 22, 2014
Discussion open until: May 22, 2015
Published in print: Oct 1, 2015
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