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

Jagadesh, P.; Juan-Valdés, Andrés; Guerra-Romero, M. Ignacio; Morán-del Pozo, Julia M.; García-González, Julia; Martínez-García, Rebeca

doi:10.3390/app11136028

Open AccessReview

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

by

P. Jagadesh

^1,*

,

Andrés Juan-Valdés

²

,

M. Ignacio Guerra-Romero

²,

Julia M. Morán-del Pozo

²

,

Julia García-González

²

and

Rebeca Martínez-García

^3,*

¹

Department of Civil Engineering, Coimbatore Institute of Technology, Coimbatore 641014, Tamil Nadu, India

²

Department of Agricultural Engineering and Sciences, University of León, Avenida de Portugal 41, 24071 Léon, Spain

³

Department of Mining Technology, Topography and Structures, Campus of Vegazana s/n, University of León, 24071 León, Spain

^*

Authors to whom correspondence should be addressed.

Appl. Sci. 2021, 11(13), 6028; https://doi.org/10.3390/app11136028

Submission received: 13 May 2021 / Revised: 22 June 2021 / Accepted: 24 June 2021 / Published: 29 June 2021

(This article belongs to the Special Issue Mechanical Performance of New Concrete Materials)

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Abstract

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.

Keywords: self-compacting concrete; recycled aggregates; design parameters; mechanical properties

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MDPI and ACS Style

Jagadesh, P.; Juan-Valdés, A.; Guerra-Romero, M.I.; Morán-del Pozo, J.M.; García-González, J.; Martínez-García, R. Effect of Design Parameters on Compressive and Split Tensile Strength of Self-Compacting Concrete with Recycled Aggregate: An Overview. Appl. Sci. 2021, 11, 6028. https://doi.org/10.3390/app11136028

AMA Style

Jagadesh P, Juan-Valdés A, Guerra-Romero MI, Morán-del Pozo JM, García-González J, Martínez-García R. Effect of Design Parameters on Compressive and Split Tensile Strength of Self-Compacting Concrete with Recycled Aggregate: An Overview. Applied Sciences. 2021; 11(13):6028. https://doi.org/10.3390/app11136028

Chicago/Turabian Style

Jagadesh, P., Andrés Juan-Valdés, M. Ignacio Guerra-Romero, Julia M. Morán-del Pozo, Julia García-González, and Rebeca Martínez-García. 2021. "Effect of Design Parameters on Compressive and Split Tensile Strength of Self-Compacting Concrete with Recycled Aggregate: An Overview" Applied Sciences 11, no. 13: 6028. https://doi.org/10.3390/app11136028

APA Style

Jagadesh, P., Juan-Valdés, A., Guerra-Romero, M. I., 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), 6028. https://doi.org/10.3390/app11136028

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

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