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Moisture susceptibility of hydrated lime modified mastics using adhesion test methods and surface free energy techniques

Zaidi, Syed Bilal Ahmed; Airey, Gordon D.; Grenfell, James; Alfaqawi, Rami M.; Ahmed, Imtiaz; Ahmad, Naveed; Haynes, Mike

Moisture susceptibility of hydrated lime modified mastics using adhesion test methods and surface free energy techniques Thumbnail


Authors

Syed Bilal Ahmed Zaidi

James Grenfell

Rami M. Alfaqawi

Imtiaz Ahmed

Naveed Ahmad

Mike Haynes



Abstract

© 2019, © 2019 Informa UK Limited, trading as Taylor & Francis Group. Moisture damage is one of the major factors that has been reported to affect the performance of asphalt pavements which depends mainly on the bond strength between bitumen, aggregates and mineral filler. In the presence of moisture, this bond weakens and results in premature pavement failure. One of the many ways of mitigating moisture damage effects is the use of anti-stripping agents. Hydrated lime has been found to be one of the most efficient anti-stripping agents among the common additives used with asphalt mixtures. This study attempts to quantify the bond strength of hydrated lime modified mastics with different aggregates (granite and limestone) under moisture conditions using a combination of surface free energy techniques and conventional adhesion test methods. From the surface free energy technique, the moisture susceptibility was studied in the form of dry work of adhesion, work of debonding and various energy parameters. Two conventional techniques, the PATTI test and the rolling bottle test were used to assess bond strength under wet conditions. The results of all three techniques lead to the same conclusion that hydrated lime is an active filler that improves moisture damage resistance compared to the other natural fillers but that the improvement is highly dependent on aggregate mineralogy.

Citation

Zaidi, S. B. A., Airey, G. D., Grenfell, J., Alfaqawi, R. M., Ahmed, I., Ahmad, N., & Haynes, M. (2019). Moisture susceptibility of hydrated lime modified mastics using adhesion test methods and surface free energy techniques. International Journal of Pavement Engineering, 1-13. https://doi.org/10.1080/10298436.2019.1648811

Journal Article Type Article
Acceptance Date Jul 22, 2019
Online Publication Date Aug 5, 2019
Publication Date Aug 5, 2019
Deposit Date Oct 29, 2019
Publicly Available Date Aug 6, 2020
Journal International Journal of Pavement Engineering
Print ISSN 1029-8436
Electronic ISSN 1477-268X
Publisher Routledge
Peer Reviewed Peer Reviewed
Pages 1-13
DOI https://doi.org/10.1080/10298436.2019.1648811
Keywords Mechanics of Materials; Civil and Structural Engineering
Public URL https://nottingham-repository.worktribe.com/output/2983428
Publisher URL https://www.tandfonline.com/doi/full/10.1080/10298436.2019.1648811
Additional Information This is an Accepted Manuscript of an article published by Taylor & Francis in International Journal of Pavement Engineering on 05/08/2019, available online: http://www.tandfonline.com/10.1080/10298436.2019.1648811.
Contract Date Oct 29, 2019

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