RT info:eu-repo/semantics/article
T1 Effect of Design Parameters on Compressive and Split Tensile Strength of Self-Compacting Concrete with Recycled Aggregate: An Overview
A1 Guerra Romero, Manuel Ignacio
A1 Jagadesh, P
A1 Juan Valdés, Andrés
A1 Morán del Pozo, Julia María
A1 García González, Julia
A1 Martínez García, Rebeca
A2 Ingenieria Agroforestal
K1 Ingeniería agrícola
K1 Ingeniería forestal
K1 Self-compacting Concrete
K1 Recycled Aggregates
K1 Design Parameters
K1 Mechanical Properties
AB [EN] One of the prime objectives of this review is to understand the role of design parameters onthe 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), replacementpercentage of RCA, and replacement percentage of RFA. It is observed that with respect to differentgrades of SCC, designed parameters affect the mechanical properties of SCC with recycled aggregates.
PB MDPI
LK https://hdl.handle.net/10612/20029
UL https://hdl.handle.net/10612/20029
NO 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
DS BULERIA. Repositorio Institucional de la Universidad de León
RD 19-may-2024