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contributor authorSk. Abu Talha
contributor authorAhmad Al-Hosainat
contributor authorMunir D. Nazzal
contributor authorSang Soo Kim
contributor authorAla Abbas
contributor authorLouay N. Mohammad
contributor authorSaif Nassar
date accessioned2022-05-07T20:04:17Z
date available2022-05-07T20:04:17Z
date issued2021-11-25
identifier other(ASCE)MT.1943-5533.0004082.pdf
identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4281953
description abstractThis paper summarizes the results of a study that was conducted to evaluate the influence of different factors on the bond strength between a microsurfacing layer and an existing pavement structure. The considered factors included the tack coat residual application rate and the dilution rate, as well as the residual binder content of microsurfacing mix. To this end, five tack coat residual application rates, two dilution rates, and three different residual binder contents of the microsurfacing mix were evaluated. A new method for preparing and testing samples was developed to measure the microsurfacing mix bond strength using pull-off and torque tests. The results of this study indicated that the microsurfacing samples with tack coat had significantly higher interlayer bond strength values than those without tack coat. The use of a high dilution rate resulted in an excess amount of water, which significantly reduced the interlayer bond strength. The results also indicated that the amount of residual binder content in the microsurfacing mix significantly affected their bond strength with the existing pavement. Thus, the results of this paper indicate that the bonding between the microsurfacing layer and the existing pavement layer is a function of the properties of the microsurfacing mix and the applied tack coat material.
publisherASCE
titleLaboratory Evaluation of Microsurfacing Bond Strength
typeJournal Paper
journal volume34
journal issue2
journal titleJournal of Materials in Civil Engineering
identifier doi10.1061/(ASCE)MT.1943-5533.0004082
journal fristpage04021444
journal lastpage04021444-7
page7
treeJournal of Materials in Civil Engineering:;2021:;Volume ( 034 ):;issue: 002
contenttypeFulltext


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