Karatas, MehmetGunes, Abdulkadir2024-08-042024-08-0420150553-6626https://doi.org/10.3311/PPci.7348https://hdl.handle.net/11616/96784Fresh and hardened properties of self-compacting concrete (SCC), produced by polypropylene and steel fiber, were analysed in this study. Within the scope of the study, natural river aggregate with grain diameter of 15 mm and a modified polycarboxylate based super plasticizer were used 10% displaceable with silica fume CEM I 42.5N type cement, on the purpose of supporting the dust content of self-compacting concrete. Polypropylene and steel fiber in different rates were used both separately and together in self-compacting concrete samples and these were compared with fresh and hardened properties of non-fibrous self-compacting concrete. It was deduced from these test results that the fiber use in proper rates would contribute to the engineering properties of self-compacting concrete.eninfo:eu-repo/semantics/openAccessSelf-compacting concretefiber concretecompressive strengthtensile strength in bendingEngineering Properties of Self-Compacting Concrete Produced by Polypropylene and Steel FiberArticle5929510210.3311/PPci.73482-s2.0-84929306074Q3WOS:000356633300001Q4