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dc.contributor.authorKarakaş, Ahmet Sertaç
dc.date.accessioned2023-05-29T12:46:01Z
dc.date.available2023-05-29T12:46:01Z
dc.identifier.citationKarakaş A. S., "INVESTIGATION OF ENGINEERING PROPERTIES OF STONE MASTIC ASPHALT COATINGS UNDER DIFFERENT LOADS", 8th International Conference on Multidisciplinary Sciences (8th icomus), Antalya, Türkiye, 2 - 04 Mart 2022, ss.369-380
dc.identifier.othervv_1032021
dc.identifier.otherav_216f3ebb-d275-4e03-adc6-672fe393d1c3
dc.identifier.urihttp://hdl.handle.net/20.500.12627/188884
dc.identifier.urihttps://www.icomuscongress.org/?pnum=20&pt=8.icomus
dc.description.abstractABSTRACTPermanent way selection is achieved according to the repeated load and environmental factors in theroad superstructure, and stone mastic asphalt (SMA) coatings are one of the selected coating types onroads with heavy vehicle traffic. Determining the behavior of roads under load is a complexconstruction. Generally, tests are applied on the performance of the road with laboratory and fieldexperiments. Since the test method usually requires many experiments and costs, it is important tosupport the behavior of road pavements under different conditions with numerical analyzes as well.In particular, the stress-strain relations in the layer transitions of the road pavement are betterunderstood by numerical analysis. In this study, the engineering properties of SMA coatings indifferent axle load applications were investigated, and the stress-strain relations in different layerswere evaluated. As a result, less stress-deformations were observed in the transitions to the lowerlayers.Keywords: SMA, numerical analysis, road pavement, stress-strain
dc.language.isoeng
dc.subjectMühendislik, Bilişim ve Teknoloji (ENG)
dc.subjectMühendislik ve Teknoloji
dc.titleINVESTIGATION OF ENGINEERING PROPERTIES OF STONE MASTIC ASPHALT COATINGS UNDER DIFFERENT LOADS
dc.typeBildiri
dc.contributor.departmentİstanbul Üniversitesi , Rektörlük , Yapı İşleri Ve Teknik Daire Başkanlığı
dc.contributor.firstauthorID4258450


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