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Título
Effect of Design Parameters on Compressive and Split Tensile Strength of Self-Compacting Concrete with Recycled Aggregate: An Overview
Autor
Facultad/Centro
Área de conocimiento
Título de la revista
Applied Sciences
Número de la revista
13
Cita Bibliográfica
Guerra Romero, M. I.; Jagadesh, P.; Juan Valdés, A.; Morán Del Pozo, J. M.; García González, J.; Martínez García, R. (2021). Effect of Design Parameters on Compressive and Split Tensile Strength of Self-Compacting Concrete with Recycled Aggregate: An Overview. Applied Sciences, 11(13), https://doi.org/10.3390/APP11136028
Editorial
MDPI
Fecha
2021
Resumen
[EN] One of the prime objectives of this review is to understand the role of design parameters on
the mechanical properties (Compressive and split tensile strength) of Self-Compacting Concrete (SCC)
with recycled aggregates (Recycled Coarse Aggregates (RCA) and Recycled Fine Aggregates (RFA)).
The design parameters considered for review are Water to Cement (W/C) ratio, Water to Binder
(W/B) ratio, Total Aggregates to Cement (TA/C) ratio, Fine Aggregate to Coarse Aggregate (FA/CA)
ratio, Water to Solid (W/S) ratio in percentage, superplasticizer (SP) content (kg/cu.m), replacement
percentage of RCA, and replacement percentage of RFA. It is observed that with respect to different
grades of SCC, designed parameters affect the mechanical properties of SCC with recycled aggregates.
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