Interface bond strength of ultra-thin whitetopping (UTW) and hot mix asphalt (HMA) composites by direct shear

dc.contributor.authorSuresha, S.N.
dc.contributor.authorSatish, D.
dc.date.accessioned2026-02-05T09:32:36Z
dc.date.issued2017
dc.description.abstractWhitetopping is a portland cement concrete (PCC) overlay that is constructed on the top of existing bituminous or hot mix asphalt (HMA) pavement. The design and construction of UTW over HMA enables the composite to act as a monolithic layer. This article presents the findings of a laboratory study performed on interface shear strengths of UTW and HMA composites by direct shear approach. The objectives of the study were to evaluate the main effects of (i) different interface treatments, (ii) variation in the design binder content of HMA, and (iii) temperature conditioning and moisture conditioning on the interface shear strength. Based on the results of interface shear strength tests, the range of bond strength of UTW-HMA was found to be 0.22-1.29 MPa. Other factors like age of UTW, temperature conditioning, and moisture conditioning also had significant effects on the interface shear strengths of UTW-HMA composites. © Copyright 2017 by ASTM International.
dc.identifier.citationJournal of Testing and Evaluation, 2017, 45, 6, pp. -
dc.identifier.issn903973
dc.identifier.urihttps://doi.org/10.1520/JTE20160154
dc.identifier.urihttps://idr.nitk.ac.in/handle/123456789/25752
dc.publisherASTM International
dc.subjectAsphalt
dc.subjectAsphalt pavements
dc.subjectBond strength (materials)
dc.subjectMoisture
dc.subjectPortland cement
dc.subjectDesign and construction
dc.subjectHot mix asphalt
dc.subjectHot mix asphalt pavements
dc.subjectInterface bond strength
dc.subjectInterface shear strength
dc.subjectMoisture conditioning
dc.subjectPortland cement concretes
dc.subjectUltra-thin Whitetopping
dc.subjectShear flow
dc.titleInterface bond strength of ultra-thin whitetopping (UTW) and hot mix asphalt (HMA) composites by direct shear

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