The changes in the mechanical properties of neat and SBS-modified HMA pavements due to traffic loads and environmental effects over a one-year period

dc.contributor.authorKarakas, Ahmet Sertac
dc.contributor.authorSayin, Baris
dc.contributor.authorKuloglu, Necati
dc.date.accessioned2026-08-12T17:48:19Z
dc.date.issued2014
dc.departmentFırat Üniversitesi
dc.description.abstractThere is a great need for an extensive examination of the performance of asphalt concrete pavements which is made from hot mix asphalt (HMA) since recently there has been an increasing need for roads to parallel the increase in the number of vehicles on the roads. The present study focuses on determining experimentally and numerically the changes in the mechanical properties of neat and SBS modified asphalt mixes exposed to traffic loads and environmental effects over a one-year period. In order to achieve this purpose, in the first part of the experimental study, conventional asphalt tests were carried out in relation to the aggregate and bitumen constituting neat and SBS modified HMAs, and the physical properties of the materials used in HMA were determined and compared to the limits of the related specifications, so that their compatibility to the standards were examined. In the second part of the experimental study, 48 core samples for 4 sample types (NM, NT, SK and ST) were collected from the road side and the vehicle wheel passing line of the asphalt concrete pavement was produced by using neat and SBS modified HMA at specific times over a one-year period and they were examined with Marshall stability-flow tests and performance test; thus, their mechanical properties were determined. In the numerical analysis part of the study, the analyses of 16 models made for 4 sample types were done via Abaqus CAE finite element software, and the changes in the material behaviour under traffic loads and environmental effects over the course of one year was obtained in terms of Von Mises stresses and the data obtained was compared with the experimental data. Finally, the stress-time and ITSM-time relationships for the four sample types were determined via the regression analysis method. The results of the research have revealed that there had been considerable changes in the mechanical properties of the neat and SBS modified asphalt mixture samples, taken at specific times over a one-year period, because of the traffic loads and environmental effects. (C) 2014 Elsevier Ltd. All rights reserved.
dc.identifier.doi10.1016/j.conbuildmat.2014.08.060
dc.identifier.endpage415
dc.identifier.issn0950-0618
dc.identifier.issn1879-0526
dc.identifier.orcid0000-0002-0840-2878
dc.identifier.orcid0000-0002-2437-1709
dc.identifier.scopus2-s2.0-84907258924
dc.identifier.scopusqualityQ1
dc.identifier.startpage406
dc.identifier.urihttps://doi.org/10.1016/j.conbuildmat.2014.08.060
dc.identifier.urihttps://hdl.handle.net/11508/61376
dc.identifier.volume71
dc.identifier.wosWOS:000345475300045
dc.identifier.wosqualityQ1
dc.indekslendigikaynakWeb of Science
dc.indekslendigikaynakScopus
dc.language.isoen
dc.publisherElsevier Sci Ltd
dc.relation.ispartofConstruction and Building Materials
dc.relation.publicationcategoryMakale - Uluslararası Hakemli Dergi - Kurum Öğretim Elemanı
dc.rightsinfo:eu-repo/semantics/closedAccess
dc.snmzKA_WoS_20260511
dc.subjectHMA
dc.subjectTraffic loads
dc.subjectMarshall stability test
dc.subjectPerformance test
dc.subjectNumerical analysis
dc.subjectRegression analysis
dc.titleThe changes in the mechanical properties of neat and SBS-modified HMA pavements due to traffic loads and environmental effects over a one-year period
dc.typeArticle

Dosyalar