A Review of the Durability-Related Features of Waste Tyre Rubber as a Partial Substitute for Natural Aggregate in Concrete

As the number of discarded tyres continues to increase, causing serious environmental problems, the need of recycling the waste tyre rubber become extremely urgent in worldwide. Today, there is an increasing focus on recyclable materials. The reuse of waste tyre rubber in concrete contributes to sus...

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Main Authors: Yang Li, Jiaqi Chai, Ruijun Wang, Yu Zhou, Xiaogen Tong
Format: Article
Language:English
Published: MDPI AG 2022-11-01
Series:Buildings
Subjects:
Online Access:https://www.mdpi.com/2075-5309/12/11/1975
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author Yang Li
Jiaqi Chai
Ruijun Wang
Yu Zhou
Xiaogen Tong
author_facet Yang Li
Jiaqi Chai
Ruijun Wang
Yu Zhou
Xiaogen Tong
author_sort Yang Li
collection DOAJ
description As the number of discarded tyres continues to increase, causing serious environmental problems, the need of recycling the waste tyre rubber become extremely urgent in worldwide. Today, there is an increasing focus on recyclable materials. The reuse of waste tyre rubber in concrete contributes to sustainable development. In the past 10 years, numerous experiments on the recovery of rubber from waste tyres to produce concrete products have been conducted. In this review, we conclude the major achievement of rubberized concrete (RC) durability, discuss and analyse the influence of rubber replacement rates, replacement patterns, particle size and treatment methods. Results show that an increase in rubber content can improve the chloride penetration resistance, acid and sulphate attack resistance, freeze–thaw resistance, and alkali–silica reaction damage resistance of concrete, and the content of 5–20% has a significant improvement effect. Rubber replacing fine aggregate is the best scheme for durability, followed by cement and coarse aggregate. In addition, the recommended rubber particle size is 0–3 mm. However, the rubber particle has adverse effects on abrasion resistance, impermeability, water absorption resistance and carbonation resistance. The pre-treatment of rubber or the addition of supplementary cementitious materials are effective and viable ways of improving the durability of RC. Further research is needed on the long-term durability of RC, as well as on ductility, energy absorption, and thermal and corrosion resistance.
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spelling doaj.art-69d378413a964997ae402977efbab4662023-11-24T07:50:45ZengMDPI AGBuildings2075-53092022-11-011211197510.3390/buildings12111975A Review of the Durability-Related Features of Waste Tyre Rubber as a Partial Substitute for Natural Aggregate in ConcreteYang Li0Jiaqi Chai1Ruijun Wang2Yu Zhou3Xiaogen Tong4State Key Laboratory of Eco-Hydraulics in Northwest Arid Region, Xi’an University of Technology, Xi’an 710048, ChinaState Key Laboratory of Eco-Hydraulics in Northwest Arid Region, Xi’an University of Technology, Xi’an 710048, ChinaState Key Laboratory of Eco-Hydraulics in Northwest Arid Region, Xi’an University of Technology, Xi’an 710048, ChinaState Key Laboratory of Eco-Hydraulics in Northwest Arid Region, Xi’an University of Technology, Xi’an 710048, ChinaChina West Construction North Co., Ltd., Xi’an 710119, ChinaAs the number of discarded tyres continues to increase, causing serious environmental problems, the need of recycling the waste tyre rubber become extremely urgent in worldwide. Today, there is an increasing focus on recyclable materials. The reuse of waste tyre rubber in concrete contributes to sustainable development. In the past 10 years, numerous experiments on the recovery of rubber from waste tyres to produce concrete products have been conducted. In this review, we conclude the major achievement of rubberized concrete (RC) durability, discuss and analyse the influence of rubber replacement rates, replacement patterns, particle size and treatment methods. Results show that an increase in rubber content can improve the chloride penetration resistance, acid and sulphate attack resistance, freeze–thaw resistance, and alkali–silica reaction damage resistance of concrete, and the content of 5–20% has a significant improvement effect. Rubber replacing fine aggregate is the best scheme for durability, followed by cement and coarse aggregate. In addition, the recommended rubber particle size is 0–3 mm. However, the rubber particle has adverse effects on abrasion resistance, impermeability, water absorption resistance and carbonation resistance. The pre-treatment of rubber or the addition of supplementary cementitious materials are effective and viable ways of improving the durability of RC. Further research is needed on the long-term durability of RC, as well as on ductility, energy absorption, and thermal and corrosion resistance.https://www.mdpi.com/2075-5309/12/11/1975rubberized concretecrumb rubberdurability propertyrubber surface treatmentrubber sizerubber content
spellingShingle Yang Li
Jiaqi Chai
Ruijun Wang
Yu Zhou
Xiaogen Tong
A Review of the Durability-Related Features of Waste Tyre Rubber as a Partial Substitute for Natural Aggregate in Concrete
Buildings
rubberized concrete
crumb rubber
durability property
rubber surface treatment
rubber size
rubber content
title A Review of the Durability-Related Features of Waste Tyre Rubber as a Partial Substitute for Natural Aggregate in Concrete
title_full A Review of the Durability-Related Features of Waste Tyre Rubber as a Partial Substitute for Natural Aggregate in Concrete
title_fullStr A Review of the Durability-Related Features of Waste Tyre Rubber as a Partial Substitute for Natural Aggregate in Concrete
title_full_unstemmed A Review of the Durability-Related Features of Waste Tyre Rubber as a Partial Substitute for Natural Aggregate in Concrete
title_short A Review of the Durability-Related Features of Waste Tyre Rubber as a Partial Substitute for Natural Aggregate in Concrete
title_sort review of the durability related features of waste tyre rubber as a partial substitute for natural aggregate in concrete
topic rubberized concrete
crumb rubber
durability property
rubber surface treatment
rubber size
rubber content
url https://www.mdpi.com/2075-5309/12/11/1975
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