Beglarigale, AhsanollahYazıcı, HalitRamyar, Kambiz2023-11-102023-11-102018Mardani, A. A. vd. (2018). ''Comparison of recycled glass and recycled concrete aggregates bearing mortar mixtures exposed to high temperature, abrasion and drying''. Journal of Green Building, 13(4), 39-59.1552-61001943-4618https://doi.org/10.3992/1943-4618.13.4.39https://meridian.allenpress.com/jgb/article/13/4/39/116283/COMPARISON-OF-RECYCLED-GLASS-AND-RECYCLED-CONCRETEhttp://hdl.handle.net/11452/34841In this study, the effects of recycled glass (RG) and recycled concrete (RC) fine aggregates on the drying-shrinkage, carbonation, high temperature and abrasion resistance of mortar mixtures were investigated comparatively. In addition, durability performance of the mortar mixtures was investigated through micro-structural analysis. For this purpose, 9 different mortar mixtures were prepared by replacing 25, 50, 75 and 100 wt.% of crushed-limestone fine aggregate with recycled glass and recycled concrete aggregates. Except for the abrasion resistance, the RG mixtures showed better durability performance than the control mixture. However, the RC mixtures containing more than 50% recycled aggregate showed lower performance than the control mixture.eninfo:eu-repo/semantics/closedAccessArchitectureRecyclingHigh temperatureAbrasion resistanceDrying-shrinkageSelf-compacting concretePartial replacementConsolidating concreteElevated-temperaturesDemolition wasteFresh propertiesPortland-cementFine aggregatePart-I.DurabilityAbrasionCarbonationConcrete mixturesDryingErosionGlassLimeMixturesMortarShrinkageWear resistanceControl mixturesCrushed limestoneDrying shrinkagesDurability performanceHigh temperatureRecycled aggregatesRecycled concrete aggregatesRecycled concretesConcrete aggregatesDurabilityArticle0004489861000032-s2.0-850650436023959134ArchitectureConcrete Aggregates; Construction and Demolition Waste; Mechanical Properties