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dc.contributor.authorAlavi, Ahmad
dc.contributor.authorTanzadeh, Javad
dc.contributor.authorTahami, Seyed Amid
dc.contributor.authorForoutan Mirhosseini, Seyed Ali
dc.date.accessioned2021-10-22T08:41:11Z
dc.date.available2021-10-22T08:41:11Z
dc.date.created2020-04-25T00:57:50Z
dc.date.issued2020
dc.identifier.citationJournal of Testing and Evaluation. 2020, 48 (3), .en_US
dc.identifier.issn0090-3973
dc.identifier.urihttps://hdl.handle.net/11250/2824919
dc.description.abstractMicro-surfacing is a cationic mixture for reparation and maintenance of asphalt pavement and contains polymer-modified bitumen emulsion, 100 % manufactured well-graded fine aggregate, mineral filler, water, and chemical additives. The object of this study was to extend the lifespan of a Micro-surfacing mixture against traffic loads to obtain a higher performance asphalt mixture using different additives, including Diatomite filler, nano-zeolite, styrene butadiene rubber, and glass fiber. To evaluate the performance of the mixtures, a variety of experimental tests, including the abrasion test (International Slurry Surfacing Association [ISSA] TB 100), adhesion test (ISSA TB109), and Wet Cohesion test (ISSA TB139) and Scanning Electron Microscopy, were conducted to classify Micro-surfacing quality control against traffic loads. Cohesion test results showed that adding 2 % nano-zeolite and 4 % polypropylene increased loading resistance up to 25 % (Quick Set and Quick Traffic). In addition, using 10 % of Diatomite improved abrasion resistance. It is worth noting that with an increasing dosage of asphalt emulsion, the effect of the additives will also increase. Moreover, adding 0.26 % of glass fiber in the mixtures increased bleeding resistance around 14 %.en_US
dc.language.isoengen_US
dc.publisherASTM Internationalen_US
dc.titlePerformance Evaluation of Hybrid Fibers and Nano-zeolite Modified Asphalt Micro-surfacingen_US
dc.typePeer revieweden_US
dc.typeJournal articleen_US
dc.description.versionpublishedVersionen_US
dc.rights.holderCopyright by ASTM Int'l (all rights reserved)en_US
dc.source.pagenumber20en_US
dc.source.volume48en_US
dc.source.journalJournal of Testing and Evaluationen_US
dc.source.issue3en_US
dc.identifier.doi10.1520/JTE20190732
dc.identifier.cristin1807993
cristin.ispublishedtrue
cristin.fulltextoriginal
cristin.qualitycode1


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