Technical Papers
Nov 22, 2012

Crack-Healing Investigation in Bituminous Materials

Publication: Journal of Materials in Civil Engineering
Volume 25, Issue 7

Abstract

Self-healing is one of the great potential processes for service-life extension of asphalt pavements. However, the underlying mechanism is not explained, and a proper way to measure it is not mentioned. It is necessary to understand the self-healing mechanism and to develop a setup to measure it. In this paper, the self-healing process was hypothesized as the reverse process of cracking. Three new test methods were developed to mimic the self-healing process of cracks in bituminous materials (including bitumen, mastics, and asphalt mixtures) in the laboratory. The results indicate that the proposed crack self-healing assessment methods are capable of ranking the self-healing capability of bituminous materials. The crack self-healing process contains two important phases, namely, crack closure and strength gain. The occurrence of these phases is dependent on healing time and temperature.

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Acknowledgments

The first author would like to thank the China Scholarship Council for the financial contribution. The authors appreciate the cooperation between Wuhan University of Technology and Delft University of Technology and express their wish to prolong and strengthen the current cooperation between the mentioned institutes of technology. Discussions and suggestions offered by Dr. Liantong Mo and Mr. Ad Pronk were highly appreciated. The authors would also like to thank all the reviewers for their valuable discussions and suggestions.

References

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Information & Authors

Information

Published In

Go to Journal of Materials in Civil Engineering
Journal of Materials in Civil Engineering
Volume 25Issue 7July 2013
Pages: 864 - 870

History

Received: Mar 25, 2012
Accepted: Nov 21, 2012
Published online: Nov 22, 2012
Published in print: Jul 1, 2013

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Authors

Affiliations

Ph.D. Student, Faculty of Civil Engineering and Geosciences, Delft Univ. of Technology, Stevinweg 1, 2628 CN Delft, Netherlands (corresponding author). E-mail: [email protected]
Martin van de Ven
Associate Professor, Faculty of Civil Engineering and Geosciences, Delft Univ. of Technology, Stevinweg 1, 2628 CN Delft, Netherlands.
Andre Molenaar
Professor, Faculty of Civil Engineering and Geosciences, Delft Univ. of Technology, Stevinweg 1, 2628 CN Delft, Netherlands.

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