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dc.contributor.authorHe Min
dc.contributor.authorCao Dong-wei
dc.contributor.authorZhang Hai-yan
dc.contributor.authorSong Zhao-rui
dc.contributor.authorWu Xiao-wei
dc.date.accessioned2017-05-08T22:33:46Z
dc.date.available2017-05-08T22:33:46Z
dc.date.copyrightJune 2015
dc.date.issued2015
dc.identifier.other49745058.pdf
dc.identifier.urihttp://yetl.yabesh.ir/yetl/handle/yetl/82667
dc.description.abstractTo study the regular properties of modified bio-asphalt, analytical and measuring methods, including softening point, penetration, and ductility tests, were employed to analyze the improvement of properties in different mixing proportions of bio-asphalt and modified asphalt. Results indicated that after mixing bio-asphalt with modified asphalt, the penetration of bio-asphalt declined constantly with an increment proportional to the modified asphalt. The excellent performance at high temperature of the two kinds of bio-asphalts was affected by the mixing of modified asphalt. According to the analysis of temperature stability, the ductility of bio-asphalt significantly improved after mixing with modified asphalt, although the softening point declined. The stiffness and brittleness of bio-asphalt at low temperature improved as well, particularly in SBS and SBR modified asphalts. Results improved as the proportion of modified asphalt increased.
dc.publisherAmerican Society of Civil Engineers
dc.titleResearch on Conventional Performance of Modified Bio-Asphalt
dc.typeJournal Paper
dc.journal.volume9
dc.journal.issue2
dc.journal.titleJournal of Highway and Transportation Research and Development (English Edition)
dc.identifier.doi10.1061/JHTRCQ.0000433
dc.treeJournal of Highway and Transportation Research and Development (English Edition):;2015:;Volume ( 009 ):;issue: 002
dc.contenttypeFulltext


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