Effect of Design Parameters on Compressive and Split Tensile Strength of Self-Compacting Concrete with Recycled Aggregate: An Overview

[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 d...

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Bibliographic Details
Authors: Guerra Romero, Manuel Ignacio, Jagadesh, P, Juan Valdés, Andrés, Morán del Pozo, Julia María, García González, Julia, Martínez García, Rebeca
Format: article
Status:Published version
Publication Date:2021
Country:España
Institution:Ajuntament de Barcelona
Repository:BULERIA. Repositorio Institucional de la Universidad de León
OAI Identifier:oai:buleria.unileon.es:10612/20029
Online Access:https://hdl.handle.net/10612/20029
Access Level:Open access
Keyword:Ingeniería agrícola
Ingeniería forestal
Self-compacting Concrete
Recycled Aggregates
Design Parameters
Mechanical Properties
Description
Summary:[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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