Please use this identifier to cite or link to this item: http://hdl.handle.net/10397/102559
PIRA download icon_1.1View/Download Full Text
DC FieldValueLanguage
dc.contributorDepartment of Civil and Environmental Engineering-
dc.creatorLeng, Zen_US
dc.creatorTan, Zen_US
dc.creatorYu, Hen_US
dc.creatorGuo, Jen_US
dc.date.accessioned2023-10-26T07:19:28Z-
dc.date.available2023-10-26T07:19:28Z-
dc.identifier.issn1468-0629en_US
dc.identifier.urihttp://hdl.handle.net/10397/102559-
dc.language.isoenen_US
dc.publisherRoutledge, Taylor & Francis Groupen_US
dc.rights© 2018 Informa UK Limited, trading as Taylor & Francis Groupen_US
dc.rightsThis is an Accepted Manuscript of an article published by Taylor & Francis in Road Materials and Pavement Design on 27 Apr 2018 (published online), available at: http://www.tandfonline.com/10.1080/14680629.2018.1465842.en_US
dc.subjectMixing methoden_US
dc.subjectNanoclayen_US
dc.subjectSBS-modified asphalten_US
dc.subjectStorage stabilityen_US
dc.titleImprovement of storage stability of SBS-modified asphalt with nanoclay using a new mixing methoden_US
dc.typeJournal/Magazine Articleen_US
dc.identifier.spage1601en_US
dc.identifier.epage1614en_US
dc.identifier.volume20en_US
dc.identifier.issue7en_US
dc.identifier.doi10.1080/14680629.2018.1465842en_US
dcterms.abstractStorage stability at high temperature is one of the major concerns of styrene–butadiene–styrene (SBS)-modified asphalt. This study aims to address this concern by incorporating nanoclay into SBS-modified asphalt. To achieve this objective, SBS-nanoclay-modified asphalt was prepared with three types of nanoclay and two mixing methods, i.e. directly mixing SBS, nanoclay and base asphalt binder together (direct mixing or DM) and fabricating SBS-nanoclay solid composite first and then mixing the composite with asphalt binder (composite mixing or CM). The rheological properties and storage stability of the SBS-nanoclay-modified binders prepared under different conditions were tested and compared. It was found that all nanoclays increased the viscosity of SBS-modified asphalt, but had insignificant effects on its rutting and fatigue properties, regardless of the mixing method. Among the three types of nanoclay investigated in this study, the one with the lowest hydrophilic property and largest layer gap performed the best, which significantly improved the storage stability of SBS-modified asphalt. Between the two mixing methods, the CM method was more effective than the conventional DM method in terms of storage stability enhancement.-
dcterms.accessRightsopen accessen_US
dcterms.bibliographicCitationRoad materials and pavement design, 2019, v. 20, no. 7, p. 1601-1614en_US
dcterms.isPartOfRoad materials and pavement designen_US
dcterms.issued2019-
dc.identifier.scopus2-s2.0-85046031267-
dc.identifier.eissn2164-7402en_US
dc.description.validate202310 bcch-
dc.description.oaAccepted Manuscripten_US
dc.identifier.FolderNumberCEE-1840-
dc.description.fundingSourceSelf-fundeden_US
dc.description.pubStatusPublisheden_US
dc.identifier.OPUS6836347-
dc.description.oaCategoryGreen (AAM)en_US
Appears in Collections:Journal/Magazine Article
Files in This Item:
File Description SizeFormat 
Leng_Improvement_Storage_Stability.pdfPre-Published version912.04 kBAdobe PDFView/Open
Open Access Information
Status open access
File Version Final Accepted Manuscript
Access
View full-text via PolyU eLinks SFX Query
Show simple item record

Page views

103
Last Week
3
Last month
Citations as of Nov 9, 2025

Downloads

137
Citations as of Nov 9, 2025

SCOPUSTM   
Citations

67
Citations as of Dec 19, 2025

WEB OF SCIENCETM
Citations

63
Citations as of Dec 18, 2025

Google ScholarTM

Check

Altmetric


Items in DSpace are protected by copyright, with all rights reserved, unless otherwise indicated.