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Use of construction and demolition waste as supplementary cementitious material and recycled coarse aggregate in self-compacting concrete | Informador Tecnico
Use of construction and demolition waste as supplementary cementitious material and recycled coarse aggregate in self-compacting concrete
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Keywords

self-compacting concrete
masonry residue
recycled coarse aggregates
compressive strength
walls concreto autocompactante
residuo de mampostería
agregado grueso reciclado
resistencia a la compresión
muretes

How to Cite

Silva-Urrego, Y., & Delvasto-Arjona, S. . (2020). Use of construction and demolition waste as supplementary cementitious material and recycled coarse aggregate in self-compacting concrete . Informador Tecnico, 85(1), 20–33. https://doi.org/10.23850/22565035.2502

Abstract

In the last year, the use of self-compacting concrete (SCC) has been increasing since its start due to the capacity it has to fill formwork with a high density of steels, so the use of this type of concrete in the elaboration of reinforced thin walls would be a solution to incomplete filling of this type of prefabricated elements. On the other hand, the use of masonry residue (RM) and recycled coarse concrete aggregate (AGR) from construction and demolition waste (CDW) as a replacement for cement and coarse aggregate respectively would give a sustainable approach to self-compacting concrete. This study aimed to evaluate the influence of CDW on the properties in the fresh state (slump flow, V-funnel, and L-box) and hardened state in cylindrical specimens (compressive strength and splitting tensile strength) and in walls (diagonal tension strength). The mixtures of CAC show that when Portland cement and natural aggregate are replaced by RM and AGR respectively, the concrete can meet the requirements of the European guidelines of the European Federation of National Associations Representing producers and applicators of specialist building products for Concrete (EFNARC). In the hardened state, CACs with CDW achieved acceptable performance compared to the reference mixture (CAC-reference). All mixtures achieved compressive strength greater than 21 MPa suitable for house walls according to (NSR 10).

https://doi.org/10.23850/22565035.2502
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