Durability Enhancement of Concrete with Recycled Concrete Aggregate: The Role of Nano-ZnO

The replacement of virgin aggregate with recycled concrete aggregate (RCA) in concrete mixtures offers an eco-strategy to mitigate the environmental limitations linked with traditional recycling techniques of RCA. However, the inferior properties of RCA, in contrast to virgin aggregate, present an o...

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Main Authors: Mazen J. Al-Kheetan, Yazeed S. Jweihan, Musab Rabi, Seyed Hamidreza Ghaffar
Format: Article
Language:English
Published: MDPI AG 2024-01-01
Series:Buildings
Subjects:
Online Access:https://www.mdpi.com/2075-5309/14/2/353
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author Mazen J. Al-Kheetan
Yazeed S. Jweihan
Musab Rabi
Seyed Hamidreza Ghaffar
author_facet Mazen J. Al-Kheetan
Yazeed S. Jweihan
Musab Rabi
Seyed Hamidreza Ghaffar
author_sort Mazen J. Al-Kheetan
collection DOAJ
description The replacement of virgin aggregate with recycled concrete aggregate (RCA) in concrete mixtures offers an eco-strategy to mitigate the environmental limitations linked with traditional recycling techniques of RCA. However, the inferior properties of RCA, in contrast to virgin aggregate, present an obstacle to efficiently proceeding with this approach. Therefore, the aim of this study is to enhance the characteristics of concrete that contains RCA using nano-ZnO particles. Virgin aggregate was replaced with RCA in 30 wt.% and 50 wt.% ratios, followed by the addition of 0.5 wt.% nano-ZnO. The performance of concrete mixtures was evaluated in terms of their physical, mechanical, and durability properties. The addition of nano-ZnO particles to concrete with RCA resulted in refining its pore structure and reducing its water absorption, where the impermeability of concrete with 30 wt.% and 50 wt.% treated RCA decreased by 14.5% and 18%, respectively. Moreover, nano-ZnO treatment increased the compressive strength of mixtures with 30 wt.% and 50 wt.% RCA by 2.8% and 4%, respectively. All mixtures underwent a reduction in their 28-day compressive strength after exposure to a 5% sulphuric acid solution, where concrete with 30 wt.% and 50 wt.% RCA showed 20.2% and 22.8% strength loss, respectively. However, there was a 17.6% and 19.6% drop in the compressive strength of concrete with 30 wt.% and 50 wt.% RCA and treated with nano-ZnO.
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spelling doaj.art-67730d9f31564ab9a954b794c1feca852024-02-23T15:09:59ZengMDPI AGBuildings2075-53092024-01-0114235310.3390/buildings14020353Durability Enhancement of Concrete with Recycled Concrete Aggregate: The Role of Nano-ZnOMazen J. Al-Kheetan0Yazeed S. Jweihan1Musab Rabi2Seyed Hamidreza Ghaffar3Civil and Environmental Engineering Department, College of Engineering, Mutah University, P.O. Box 7, Mutah 61710, JordanCivil and Environmental Engineering Department, College of Engineering, Mutah University, P.O. Box 7, Mutah 61710, JordanDepartment of Civil Engineering, Jerash University, P.O. Box 311, Jerash 26150, JordanDepartment of Engineering, University of Birmingham, Dubai International Academic City, Dubai 341799, United Arab EmiratesThe replacement of virgin aggregate with recycled concrete aggregate (RCA) in concrete mixtures offers an eco-strategy to mitigate the environmental limitations linked with traditional recycling techniques of RCA. However, the inferior properties of RCA, in contrast to virgin aggregate, present an obstacle to efficiently proceeding with this approach. Therefore, the aim of this study is to enhance the characteristics of concrete that contains RCA using nano-ZnO particles. Virgin aggregate was replaced with RCA in 30 wt.% and 50 wt.% ratios, followed by the addition of 0.5 wt.% nano-ZnO. The performance of concrete mixtures was evaluated in terms of their physical, mechanical, and durability properties. The addition of nano-ZnO particles to concrete with RCA resulted in refining its pore structure and reducing its water absorption, where the impermeability of concrete with 30 wt.% and 50 wt.% treated RCA decreased by 14.5% and 18%, respectively. Moreover, nano-ZnO treatment increased the compressive strength of mixtures with 30 wt.% and 50 wt.% RCA by 2.8% and 4%, respectively. All mixtures underwent a reduction in their 28-day compressive strength after exposure to a 5% sulphuric acid solution, where concrete with 30 wt.% and 50 wt.% RCA showed 20.2% and 22.8% strength loss, respectively. However, there was a 17.6% and 19.6% drop in the compressive strength of concrete with 30 wt.% and 50 wt.% RCA and treated with nano-ZnO.https://www.mdpi.com/2075-5309/14/2/353recycled concrete aggregatenano-materialsdurabilitysustainability
spellingShingle Mazen J. Al-Kheetan
Yazeed S. Jweihan
Musab Rabi
Seyed Hamidreza Ghaffar
Durability Enhancement of Concrete with Recycled Concrete Aggregate: The Role of Nano-ZnO
Buildings
recycled concrete aggregate
nano-materials
durability
sustainability
title Durability Enhancement of Concrete with Recycled Concrete Aggregate: The Role of Nano-ZnO
title_full Durability Enhancement of Concrete with Recycled Concrete Aggregate: The Role of Nano-ZnO
title_fullStr Durability Enhancement of Concrete with Recycled Concrete Aggregate: The Role of Nano-ZnO
title_full_unstemmed Durability Enhancement of Concrete with Recycled Concrete Aggregate: The Role of Nano-ZnO
title_short Durability Enhancement of Concrete with Recycled Concrete Aggregate: The Role of Nano-ZnO
title_sort durability enhancement of concrete with recycled concrete aggregate the role of nano zno
topic recycled concrete aggregate
nano-materials
durability
sustainability
url https://www.mdpi.com/2075-5309/14/2/353
work_keys_str_mv AT mazenjalkheetan durabilityenhancementofconcretewithrecycledconcreteaggregatetheroleofnanozno
AT yazeedsjweihan durabilityenhancementofconcretewithrecycledconcreteaggregatetheroleofnanozno
AT musabrabi durabilityenhancementofconcretewithrecycledconcreteaggregatetheroleofnanozno
AT seyedhamidrezaghaffar durabilityenhancementofconcretewithrecycledconcreteaggregatetheroleofnanozno