Investigation of chip seal performance under cold climate conditions

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dc.authoridUZ, Volkan Emre/0000-0002-9328-4756
dc.authoridTaciroglu, Murat Vergi/0000-0002-0672-1672
dc.authoridSaltan, Mehmet/0000-0001-6221-4918
dc.contributor.authorKarasahin, Mustafa
dc.contributor.authorGuerer, Cahit
dc.contributor.authorSaltan, Mehmet
dc.contributor.authorTaciroglu, Murat V.
dc.contributor.authorUz, Volkan Emre
dc.date.accessioned2025-01-06T17:36:57Z
dc.date.available2025-01-06T17:36:57Z
dc.date.issued2016
dc.description.abstractThe chip seal is an economical type of asphalt pavement that was constructed for single-or double-layer aggregate-bitumen. Chip seals are applied to prime-sealed granular pavement surfaces in order to waterproof the surfaces of sub-layers, produce smooth and high-skid-resistance surfaces for vehicles and protect pavements against the detrimental effects of traffic and climate. Unlike bituminous hot mixtures, numerous factors can affect the performance of chip seal. One of the most important factors is climate. The aim of this study is to determine the performance variation of chip-sealed pavements under cold climate conditions. Three different chip-sealed roads in Erzurum, which is in one of the coldest regions of Turkey, were examined with non-destructive tests. Sandpatch, British pendulum, light weight deflectometer and dynamic cone penetrometer tests were performed. Chipsealed pavements' densities and surface temperature variation and base courses layer's thicknesses were also measured, and deteriorations were observed and scored by researchers. Test results showed that flushing due to the higher temperatures during the short summer season, deficiency of the base course's bearing capacity and moisture in the base course are the most important causes of deterioration in this type of chip seal, and the chip seals in this region must be resealed in <1 year because of the premature deterioration.
dc.description.sponsorshipTurkish Republic General Directorate of Highways (TCK); Turkish Scientific and Technological Research Foundation (TUBITAK) [107G081]; Scientific Research Projects Coordination Department of Suleyman Demirel University (SDU BAP) [1589-D07]
dc.description.sponsorshipThe authors would like to thank the Turkish Republic General Directorate of Highways (TCK), the Turkish Scientific and Technological Research Foundation (TUBITAK) (Project no.: 107G081) and the Scientific Research Projects Coordination Department of Suleyman Demirel University (SDU BAP) (Project Number: 1589-D07) for their financial support.
dc.identifier.doi10.1515/secm-2014-0041
dc.identifier.endpage658
dc.identifier.issn0792-1233
dc.identifier.issn2191-0359
dc.identifier.issue6
dc.identifier.scopus2-s2.0-84998772621
dc.identifier.scopusqualityQ3
dc.identifier.startpage649
dc.identifier.urihttps://doi.org/10.1515/secm-2014-0041
dc.identifier.urihttps://hdl.handle.net/20.500.14669/2052
dc.identifier.volume23
dc.identifier.wosWOS:000389641300008
dc.identifier.wosqualityQ4
dc.indekslendigikaynakWeb of Science
dc.indekslendigikaynakScopus
dc.language.isoen
dc.publisherWalter De Gruyter Gmbh
dc.relation.ispartofScience and Engineering of Composite Materials
dc.relation.publicationcategoryMakale - Uluslararası Hakemli Dergi - Kurum Öğretim Elemanı
dc.rightsinfo:eu-repo/semantics/openAccess
dc.snmzKA_20241211
dc.subjectchip seal
dc.subjectcold climate
dc.subjectenvironmental condition
dc.subjectin situ performance
dc.subjectnon-destructive test
dc.titleInvestigation of chip seal performance under cold climate conditions
dc.typeArticle

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