| dc.description.abstract | Construction is responsible for a large environmental impact, highlighting two main factors: consume of raw materials and generation of waste materials. By other hand, construction and demolition waste has a good potential of recycling. Many studies have demonstrated the viability of using recycled concrete coarse aggregate (RCA) in new concrete. However, due to the RCA’s properties, most results point to a lower durability of the concrete. It is also consensus that the main reasons for the lower quality of the new concrete are the mortar layer adhered to the natural aggregate and the weakening in the new Interfacial Transition Zone (ITZ) between the old and the new mortar. This study analyze the new interfacial transition zone in these concretes through nanoindentation. There were produced recycled concrete aggregates without addition of filler, and over these aggregates there were produced a new mortar layer with different mix compositions. There were used basaltic filler and rice husk ash-RHA in different levels of addition: 0, 5, 10 and 15% for the filler, and 0, 5, 7,5 and 10% for the ash. Their interfaces were evaluated using different methodologies. Modulus of elasticity, compressive strength, tensile strength and capillarity were determined. The use of fines improved the mortar properties in relation to the reference, especially those with 15% filler and the samples with RHA. The region near to the ITZ shows similar elastic moduli values to those obtained in the paste, in all mortars, proving that using dry recycled aggregates the new mortar loose water to the aggregates and increase their mechanical properties. | en |
