Please use this identifier to cite or link to this item: http://hdl.handle.net/10397/97706
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dc.contributorDepartment of Civil and Environmental Engineeringen_US
dc.creatorYi, Xen_US
dc.creatorChen, Hen_US
dc.creatorWang, Hen_US
dc.creatorTang, Zen_US
dc.creatorYang, Jen_US
dc.creatorWang, Hen_US
dc.date.accessioned2023-03-09T07:42:53Z-
dc.date.available2023-03-09T07:42:53Z-
dc.identifier.urihttp://hdl.handle.net/10397/97706-
dc.language.isoenen_US
dc.publisherMolecular Diversity Preservation International (MDPI)en_US
dc.rights© 2021 by the authors. Licensee MDPI, Basel, Switzerland. This article is an open access article distributed under the terms and conditions of the Creative Commons Attribution (CC BY) license (https://creativecommons.org/licenses/by/4.0/).en_US
dc.rightsThe following publication Yi X, Chen H, Wang H, Tang Z, Yang J, Wang H. Cross-Functional Test to Explore the Determination Method of Meso-Parameters in the Discrete Element Model of Asphalt Mixtures. Materials. 2021; 14(19):5786 is available at https://doi.org/10.3390/ma14195786en_US
dc.subjectAsphalt mixtureen_US
dc.subjectDiscrete element method (DEM)en_US
dc.subjectDynamic modulusen_US
dc.subjectMeso-parametersen_US
dc.subjectNanoindentation testsen_US
dc.titleCross-functional test to explore the determination method of meso-parameters in the discrete element model of asphalt mixturesen_US
dc.typeJournal/Magazine Articleen_US
dc.identifier.volume14en_US
dc.identifier.issue19en_US
dc.identifier.doi10.3390/ma14195786en_US
dcterms.abstractIn order to obtain more accurate parameters required for the simulation of asphalt mixtures in the discrete element method (DEM), this study carried out a series of cross-functional asphalt mixture experiments to obtain the DEM simulation meso-parameters. By comparing the results of simulation and actual experiments, a method to obtain the meso-parameters of the DEM simulation was proposed. In this method, the numerical aggregate profile was obtained by X-ray CT scanning and the 3D aggregate model was reconstructed in MIMICS. The linear contact parameters of the aggregate and the Burgers model parameters of the asphalt mastic were obtained by nanoindentation technology. The parameters of the parallel bonding model between the aggregate and mastic were determined by the macroscopic tensile adhesion test and shear bond test. The results showed that the meso-parameters obtained by the macroscopic experiment provide a basis for the calibration of DEM parameters to a certain extent. The trends in simulation results are similar to the macro test results. Therefore, the newly proposed method is feasible.en_US
dcterms.accessRightsopen accessen_US
dcterms.bibliographicCitationMaterials, Oct. 2021, v. 14, no. 19, 5786en_US
dcterms.isPartOfMaterialsen_US
dcterms.issued2021-10-
dc.identifier.isiWOS:000726468600001-
dc.identifier.scopus2-s2.0-85118236857-
dc.identifier.eissn1996-1944en_US
dc.identifier.artn5786en_US
dc.description.validate202303 bcwwen_US
dc.description.oaVersion of Recorden_US
dc.identifier.FolderNumberOA_Scopus/WOS-
dc.description.fundingSourceOthersen_US
dc.description.fundingText1121002107; P2019G030; National Natural Science Foundation of China, NSFC: 51778140, 52078130en_US
dc.description.pubStatusPublisheden_US
dc.description.oaCategoryCCen_US
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