Yüksel C.Mardani-Aghabaglou A.Beglarigale A.Yazıcı H.Ramyar K.Andiç-Çakır Ö.2019-10-272019-10-2720161359-59971359-5997https://doi.org/10.1617/s11527-014-0497-yhttps://hdl.handle.net/11454/25857The type and amount of filler are amongst the most important parameters influencing rheological, mechanical and durability characteristics of self consolidating concrete (SCC). Influence of using a limestone powder, the filler portion of reactive basalt filler and a type of class C fly ash on the fresh properties, alkali–silica reactivity and transport properties were investigated in this study. For this purpose, six SCC mixtures having three filler types and two water/powder ratios were prepared. Alkali–silica reactivity was evaluated by conducting RILEM AAR-3 (38 °C) and AAR-4 (60 °C) concrete prism tests. Besides, the mixtures were exposed to permeable void content, sorptivity and chloride ion permeability tests in order to evaluate the transport properties. According to the results, using a high amount of powder from a reactive basalt in SCC mixture led to the highest expansion level and poor transport properties. © 2014, RILEM.en10.1617/s11527-014-0497-yinfo:eu-repo/semantics/closedAccessAlkali–silica reactionPerformance testingPowder-type materialsSelf consolidating concreteTransport propertiesArticle4901.Feb289299Q1