A laboratory evaluation on skid resistance performance of surface coatings manufactured by both natural aggregates and by-products
dc.contributor.author | Gökalp, I. | |
dc.contributor.author | Uz, V.E. | |
dc.contributor.author | Saltan, M. | |
dc.date.accessioned | 2025-01-06T17:29:42Z | |
dc.date.available | 2025-01-06T17:29:42Z | |
dc.date.issued | 2017 | |
dc.description | 10th International Conference on the Bearing Capacity of Roads, Railways and Airfields, BCRRA 2017 -- 28 June 2017 through 30 June 2017 -- Athens -- 220519 | |
dc.description.abstract | In this study, skid resistance of surface coatings produced with different aggregate and aggregate gradations was investigated. To do so, Limestone, basalt, boulder, electrical furnace steel slags, and ferrochrome slag were supplied. The aggregate gradation used for production chip seal samples were ranging from 19 to 2 mm, and Type I, II and III were used for manufacturing of slurry seal samples. Physico-mechanical and chemical properties of each aggregate were determined with series of standard tests. For chip seal production, 70/100 penetrating grade bitumen modified with adjuvant, DOP, and for slurry seal production cationic emulsion (CRS-2) were used. To measure the skid resistance of samples, British Pendulum tester was implemented according to ASTM E 303. It was concluded that skid resistance performance of surface coatings manufactured with by-products are higher than those produced with natural aggregates. In addition, the skid resistance performances change depending on aggregate grading sizes and gradation. © 2017 Taylor & Francis Group, London. | |
dc.description.sponsorship | Adana Science and Technology University, (16103022); Scientific and Technological Research Council of Turkey-TÜBİTAK, (215M049) | |
dc.identifier.doi | 10.1201/9781315100333-135 | |
dc.identifier.endpage | 934 | |
dc.identifier.isbn | 978-113829595-7 | |
dc.identifier.scopus | 2-s2.0-85058518085 | |
dc.identifier.startpage | 929 | |
dc.identifier.uri | https://doi.org/10.1201/9781315100333-135 | |
dc.identifier.uri | https://hdl.handle.net/20.500.14669/1281 | |
dc.indekslendigikaynak | Scopus | |
dc.language.iso | en | |
dc.publisher | CRC Press/Balkema | |
dc.relation.ispartof | Bearing Capacity of Roads, Railways and Airfields - Proceedings of the 10th International Conference on the Bearing Capacity of Roads, Railways and Airfields, BCRRA 2017 | |
dc.relation.publicationcategory | Konferans Öğesi - Uluslararası - Kurum Öğretim Elemanı | |
dc.rights | info:eu-repo/semantics/closedAccess | |
dc.snmz | KA_20241211 | |
dc.subject | Aggregates | |
dc.subject | Bearing capacity | |
dc.subject | Coatings | |
dc.subject | Emulsification | |
dc.subject | Grading | |
dc.subject | Lime | |
dc.subject | Railroads | |
dc.subject | Slags | |
dc.subject | Surface resistance | |
dc.subject | Aggregate gradations | |
dc.subject | Aggregate grading | |
dc.subject | British Pendulum | |
dc.subject | Cationic emulsions | |
dc.subject | Ferrochrome slags | |
dc.subject | Laboratory evaluation | |
dc.subject | Natural aggregate | |
dc.subject | Skid resistance performance | |
dc.subject | Skid resistance | |
dc.title | A laboratory evaluation on skid resistance performance of surface coatings manufactured by both natural aggregates and by-products | |
dc.type | Conference Object |