Please use this identifier to cite or link to this item: http://cmuir.cmu.ac.th/jspui/handle/6653943832/62731
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dc.contributor.authorPeerapong Jitsangiamen_US
dc.contributor.authorHamid Nikrazen_US
dc.contributor.authorKorakod Nusiten_US
dc.date.accessioned2018-11-29T07:43:37Z-
dc.date.available2018-11-29T07:43:37Z-
dc.date.issued2018-01-01en_US
dc.identifier.issn02555476en_US
dc.identifier.other2-s2.0-85056084202en_US
dc.identifier.other10.4028/www.scientific.net/MSF.934.206en_US
dc.identifier.urihttps://www.scopus.com/inward/record.uri?partnerID=HzOxMe3b&scp=85056084202&origin=inwarden_US
dc.identifier.urihttp://cmuir.cmu.ac.th/jspui/handle/6653943832/62731-
dc.description.abstract© 2018 Trans Tech Publications, Switzerland. This laboratory- based study investigated the performance characteristics of wet process crumb rubber modified asphalt (CRMA) with crumb rubber proportions between 0% and 20% by mass of the binder. This was to assess the viability of CRMA for use in countries where CRMA is not widely utilized as Australia and Thailand and primarily involved the resilient and dynamic modulus characteristics, which indicated that CRMA pavement has both positive and negative attributes. The results show that CRMA characterizes a reduced stiffness for high frequency loading, but with a greater elastic range.en_US
dc.subjectEngineeringen_US
dc.subjectMaterials Scienceen_US
dc.subjectPhysics and Astronomyen_US
dc.titleCrumb rubber modified asphalt: A laboratory investigation based on Australian and Thailand perspectivesen_US
dc.typeBook Seriesen_US
article.title.sourcetitleMaterials Science Forumen_US
article.volume934 MSFen_US
article.stream.affiliationsChiang Mai Universityen_US
article.stream.affiliationsCurtin Universityen_US
article.stream.affiliationsNaresuan Universityen_US
Appears in Collections:CMUL: Journal Articles

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