Please use this identifier to cite or link to this item: http://hdl.handle.net/10397/90972
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dc.contributorDepartment of Civil and Environmental Engineering-
dc.creatorWang, H-
dc.creatorZhang, H-
dc.creatorLiu, X-
dc.creatorSkarpas, A-
dc.creatorErkens, S-
dc.creatorLeng, Z-
dc.date.accessioned2021-09-03T02:35:47Z-
dc.date.available2021-09-03T02:35:47Z-
dc.identifier.issn1468-0629-
dc.identifier.urihttp://hdl.handle.net/10397/90972-
dc.language.isoenen_US
dc.publisherRoutledge, Taylor & Francis Groupen_US
dc.rights© 2021 The Author(s). Published by Informa UK Limited, trading as Taylor & Francis Group. This is an Open Access article distributed under the terms of the Creative Commons Attribution-NonCommercial-NoDerivatives License(http://creativecommons.org/licenses/by-nc-nd/4.0/), which permits non-commercial re-use, distribution, and reproduction in any medium, providedthe original work is properly cited, and is not altered, transformed, or built upon in any way.en_US
dc.rightsThe following publication Haopeng Wang, Hong Zhang, Xueyan Liu, Athanasios Skarpas, SandraErkens & Zhen Leng (2021) Micromechanics-based complex modulus prediction of crumb rubbermodified bitumen considering interparticle interactions, Road Materials and Pavement Design,22:sup1, S251-S268 is available at https://doi.org/10.1080/14680629.2021.1899965en_US
dc.subjectComplex shear modulusen_US
dc.subjectCrumb rubber modified bitumenen_US
dc.subjectInterparticle interactionen_US
dc.subjectMicromechanicsen_US
dc.subjectRadial distribution functionen_US
dc.titleMicromechanics-based complex modulus prediction of crumb rubber modified bitumen considering interparticle interactionsen_US
dc.typeJournal/Magazine Articleen_US
dc.identifier.spages251-
dc.identifier.epages268-
dc.identifier.volume22-
dc.identifier.issuesup 1-
dc.identifier.doi10.1080/14680629.2021.1899965-
dcterms.abstractCrumb rubber modified bitumen (CRMB) can be regarded as a binary composite system in which swollen rubber particles are embedded in the bitumen matrix. The current study aims to further improve the prediction accuracy of micromechanical models for CRMB by considering the interparticle interactions. To accomplish this goal, two different strategies were used. Firstly, the (n+1)-phase model was applied to the CRMB system by considering the multilayer properties of swollen rubber particles. Secondly, a new micromechanical scheme called the J-C model was used to account for the interparticle interaction issue. Results show that the (n+1)-phase models slightly increase the prediction accuracy but the underestimation of complex modulus at lower frequencies remains unsolved. The J-C model remedies the underestimation of modulus in the low-frequency range by other models and provides an overall improvement for the relative prediction accuracy by properly addressing the interparticle interactions from the perspective of particle configuration.-
dcterms.accessRightsopen accessen_US
dcterms.bibliographicCitationRoad materials and pavement design, 2021, v. 22, no. sup 1, p. s251-s268-
dcterms.isPartOfRoad materials and pavement design-
dcterms.issued2021-
dc.identifier.scopus2-s2.0-85103225755-
dc.identifier.eissn2164-7402-
dc.description.validate202109 bcvc-
dc.description.oaVersion of Recorden_US
dc.identifier.FolderNumberOA_Scopus/WOSen_US
dc.description.pubStatusPublisheden_US
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