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AuthorFakhreddine, Mohammad Nour
AuthorChehab, Ghassan
AuthorAl Masri, Zaher Al Basiouni
AuthorAbiad,Mohamad
Available date2020-04-30T12:59:32Z
Publication Date2020
Publication NameProceedings of the International Conference on Civil Infrastructure and Construction
CitationFakhreddine M. N., Chehab G., Al Masri Z. A. B., Abiad M., Novel Method for Assessing Moisture Damage in Asphalt Mixtures, International Conference on Civil Infrastructure and Construction (CIC 2020), Doha, Qatar, 2-5 February 2020, DOI: https://doi.org/10.29117/cic.2020.0061
ISSN2958-3128
IdentifierP. O. Box: 2713 Doha-Qatar, Email: qupress@qu.edu.qa
URIwww.cic.qa
URIhttp://dx.doi.org/10.29117/cic.2020.0061
URIhttp://hdl.handle.net/10576/14747
AbstractMoisture damage is a major cause of early pavement deterioration and often accelerates other distresses such as rutting, fatigue cracking, and raveling. Water infiltrates into the pavement structure through the cracks and air voids and weakens the adhesive bond between the binder and the aggregates as well as the cohesive bond between the binder particles. Several tests have been adopted to test for moisture susceptibility, most commonly the Modified Lottman (AASHTO, T283) and the Hamburg Wheel Tracking Device (AASHTO, T32404), however, these tests correlate poorly with field results and do not properly replicate the conditions which a pavement structure experiences in the field. Also, the mechanism which determines the mode of failure due to moisture damage, being either adhesive or cohesive, remains largely not understood, and the research tackling this issue is very scarce. The objective of this study is to introduce a new testing procedure based on the pull-off approach and study the factors which influence the mode of failure of the samples, such as the asphalt film thickness and loading rate.
Languageen
PublisherQatar Univesrity Press
SubjectMoisture damage
Adhesion and cohesion
Stripping
Asphalt-aggregate bond
Strain rate
Asphalt film thickness
TitleNovel Method for Assessing Moisture Damage in Asphalt Mixtures
TypeConference Paper
Pagination487-494
ESSN2958-3136


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