Recycled Concrete Aggregates and Their Influences on Performances of Low and Normal Strength Concretes

Recycled materials are now widely used in various industrial sectors to enhance sustainability and reduce environmental charges. Using recycled aggregates in concrete production significantly lowers demand for natural aggregates and the amount of solid waste sent to landfills. This paper summarizes...

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Main Authors: Mohammed Seddik Meddah, Ali Al-Harthy, Mohamed A. Ismail
Format: Article
Language:English
Published: MDPI AG 2020-09-01
Series:Buildings
Subjects:
Online Access:https://www.mdpi.com/2075-5309/10/9/167
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author Mohammed Seddik Meddah
Ali Al-Harthy
Mohamed A. Ismail
author_facet Mohammed Seddik Meddah
Ali Al-Harthy
Mohamed A. Ismail
author_sort Mohammed Seddik Meddah
collection DOAJ
description Recycled materials are now widely used in various industrial sectors to enhance sustainability and reduce environmental charges. Using recycled aggregates in concrete production significantly lowers demand for natural aggregates and the amount of solid waste sent to landfills. This paper summarizes the main results of a study undertaken to design low and normal strength concrete with various replacement ratios of coarse recycled concrete aggregates (RCA). To persuade the concrete industry to use recycled materials as one of the main components of concrete produced, the overall mechanical and durability performances of the RCA-concrete should be close or even similar to the concrete made with natural ingredients. The present research adopted an approach that consists of designing a series of low and normal strength with RCA having an equal target 28-day design strength to the corresponding natural aggregates concrete but while varying the water–cement ratios (<i>w</i>/<i>c</i>). Coarse recycled concrete aggregates, obtained by crushing waste concrete debris collected from different construction and demolition waste sources, were used in three different proportions of 30%, 50% and 100% (by weight) to produce new concrete with various <i>w</i>/<i>c</i> ratios and different compressive strength grades. Concrete mixes produced with general use Portland cement and various RCA contents were investigated in terms of their key mechanical and durability performances. The mechanical properties (crushing value) of the used RCA were visibly lower than the natural coarse aggregates (NCA). Thus, RCA-concrete showed lower performance than the NCA-concrete. It was found that by using up to 30% coarse RCA, the mechanical properties of concrete were not significantly affected. Beyond 30% of partial replacement of NCA by the coarse RCA, a continuing decrease in the mechanical performance with an increase in RCA amount was found. However, reducing the <i>w</i>/<i>c</i> ratio of concrete designed with the coarse RCA resulted in a compressive strength improvement, a better resistance to sulphate attack, carbonation, and chloride ion penetrations. Additionally, a proper design of Portland cement concrete produced with various proportions of RCA could also contribute to promoting sustainability in the construction industry and lowering its environmental impact.
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spelling doaj.art-d58ca31ac0bf41c3869e4849df1b3dde2023-11-20T14:21:56ZengMDPI AGBuildings2075-53092020-09-0110916710.3390/buildings10090167Recycled Concrete Aggregates and Their Influences on Performances of Low and Normal Strength ConcretesMohammed Seddik Meddah0Ali Al-Harthy1Mohamed A. Ismail2Department of Civil & Architectural Engineering, Sultan Qaboos University, Al-Khod 123, OmanDepartment of Civil & Architectural Engineering, Sultan Qaboos University, Al-Khod 123, OmanDepartment of Civil Engineering, Miami College of Henan University, Kaifeng 475004, ChinaRecycled materials are now widely used in various industrial sectors to enhance sustainability and reduce environmental charges. Using recycled aggregates in concrete production significantly lowers demand for natural aggregates and the amount of solid waste sent to landfills. This paper summarizes the main results of a study undertaken to design low and normal strength concrete with various replacement ratios of coarse recycled concrete aggregates (RCA). To persuade the concrete industry to use recycled materials as one of the main components of concrete produced, the overall mechanical and durability performances of the RCA-concrete should be close or even similar to the concrete made with natural ingredients. The present research adopted an approach that consists of designing a series of low and normal strength with RCA having an equal target 28-day design strength to the corresponding natural aggregates concrete but while varying the water–cement ratios (<i>w</i>/<i>c</i>). Coarse recycled concrete aggregates, obtained by crushing waste concrete debris collected from different construction and demolition waste sources, were used in three different proportions of 30%, 50% and 100% (by weight) to produce new concrete with various <i>w</i>/<i>c</i> ratios and different compressive strength grades. Concrete mixes produced with general use Portland cement and various RCA contents were investigated in terms of their key mechanical and durability performances. The mechanical properties (crushing value) of the used RCA were visibly lower than the natural coarse aggregates (NCA). Thus, RCA-concrete showed lower performance than the NCA-concrete. It was found that by using up to 30% coarse RCA, the mechanical properties of concrete were not significantly affected. Beyond 30% of partial replacement of NCA by the coarse RCA, a continuing decrease in the mechanical performance with an increase in RCA amount was found. However, reducing the <i>w</i>/<i>c</i> ratio of concrete designed with the coarse RCA resulted in a compressive strength improvement, a better resistance to sulphate attack, carbonation, and chloride ion penetrations. Additionally, a proper design of Portland cement concrete produced with various proportions of RCA could also contribute to promoting sustainability in the construction industry and lowering its environmental impact.https://www.mdpi.com/2075-5309/10/9/167carbonationchloride ingressdurabilitymechanical propertiesrecycled concrete coarse aggregatessulphate attack
spellingShingle Mohammed Seddik Meddah
Ali Al-Harthy
Mohamed A. Ismail
Recycled Concrete Aggregates and Their Influences on Performances of Low and Normal Strength Concretes
Buildings
carbonation
chloride ingress
durability
mechanical properties
recycled concrete coarse aggregates
sulphate attack
title Recycled Concrete Aggregates and Their Influences on Performances of Low and Normal Strength Concretes
title_full Recycled Concrete Aggregates and Their Influences on Performances of Low and Normal Strength Concretes
title_fullStr Recycled Concrete Aggregates and Their Influences on Performances of Low and Normal Strength Concretes
title_full_unstemmed Recycled Concrete Aggregates and Their Influences on Performances of Low and Normal Strength Concretes
title_short Recycled Concrete Aggregates and Their Influences on Performances of Low and Normal Strength Concretes
title_sort recycled concrete aggregates and their influences on performances of low and normal strength concretes
topic carbonation
chloride ingress
durability
mechanical properties
recycled concrete coarse aggregates
sulphate attack
url https://www.mdpi.com/2075-5309/10/9/167
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AT mohamedaismail recycledconcreteaggregatesandtheirinfluencesonperformancesoflowandnormalstrengthconcretes