Comparative study on the properties and high temperature resistance of self-compacting concrete with various types of recycled aggregates

Construction and demolition activities generate numerous waste that could be reutilized as recycled aggregates. The replacement of natural aggregate with recycled aggregate generally has negative impact on the performance of conventional concrete. This impact is found to be less significant in self-...

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Main Authors: Garcia-Troncoso, Natividad, Li, Lufan, Cheng, Quan, Mo, Kim Hung, Ling, Tung-Chai
Format: Article
Published: Elsevier 2021
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Online Access:http://eprints.um.edu.my/27814/
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spelling my.um.eprints.278142022-04-01T08:05:21Z http://eprints.um.edu.my/27814/ Comparative study on the properties and high temperature resistance of self-compacting concrete with various types of recycled aggregates Garcia-Troncoso, Natividad Li, Lufan Cheng, Quan Mo, Kim Hung Ling, Tung-Chai TA Engineering (General). Civil engineering (General) TH Building construction Construction and demolition activities generate numerous waste that could be reutilized as recycled aggregates. The replacement of natural aggregate with recycled aggregate generally has negative impact on the performance of conventional concrete. This impact is found to be less significant in self-compacting concrete (SCC), owing to the better quality of binder which modifies the interfacial transition zone and lesser amount of coarse aggregates used. Considering the wide sources of recycled aggregates such as concrete, bricks and blocks, few studies were conducted on comparing the performance of SCC incorporating different types of recycled aggregates. In addition, since SCC is more commonly used in high-rise buildings which may experience fire risks, it is important to ascertain the corresponding high temperature resistance. In this paper, three different types of recycled aggregates are considered, namely recycled concrete aggregate (RCA), recycled brick aggregate (RBA), and recycled concrete block aggregate (CBA). 100 % replacement is feasible for SCC-CBA and SCC-RCA because of the minor strength reductions. The results also showed that the RBA and CBA concretes outperformed the NA concrete at high temperature (400 degrees C and 600 degrees C). RBA is suggested to partially replace natural aggregate, since it gives inferior performance at room temperature, but it is more recommended to be used in high temperature environments. Elsevier 2021-12 Article PeerReviewed Garcia-Troncoso, Natividad and Li, Lufan and Cheng, Quan and Mo, Kim Hung and Ling, Tung-Chai (2021) Comparative study on the properties and high temperature resistance of self-compacting concrete with various types of recycled aggregates. Case Studies in Construction Materials, 15. ISSN 2214-5095, DOI https://doi.org/10.1016/j.cscm.2021.e00678 <https://doi.org/10.1016/j.cscm.2021.e00678>. 10.1016/j.cscm.2021.e00678
institution Universiti Malaya
building UM Library
collection Institutional Repository
continent Asia
country Malaysia
content_provider Universiti Malaya
content_source UM Research Repository
url_provider http://eprints.um.edu.my/
topic TA Engineering (General). Civil engineering (General)
TH Building construction
spellingShingle TA Engineering (General). Civil engineering (General)
TH Building construction
Garcia-Troncoso, Natividad
Li, Lufan
Cheng, Quan
Mo, Kim Hung
Ling, Tung-Chai
Comparative study on the properties and high temperature resistance of self-compacting concrete with various types of recycled aggregates
description Construction and demolition activities generate numerous waste that could be reutilized as recycled aggregates. The replacement of natural aggregate with recycled aggregate generally has negative impact on the performance of conventional concrete. This impact is found to be less significant in self-compacting concrete (SCC), owing to the better quality of binder which modifies the interfacial transition zone and lesser amount of coarse aggregates used. Considering the wide sources of recycled aggregates such as concrete, bricks and blocks, few studies were conducted on comparing the performance of SCC incorporating different types of recycled aggregates. In addition, since SCC is more commonly used in high-rise buildings which may experience fire risks, it is important to ascertain the corresponding high temperature resistance. In this paper, three different types of recycled aggregates are considered, namely recycled concrete aggregate (RCA), recycled brick aggregate (RBA), and recycled concrete block aggregate (CBA). 100 % replacement is feasible for SCC-CBA and SCC-RCA because of the minor strength reductions. The results also showed that the RBA and CBA concretes outperformed the NA concrete at high temperature (400 degrees C and 600 degrees C). RBA is suggested to partially replace natural aggregate, since it gives inferior performance at room temperature, but it is more recommended to be used in high temperature environments.
format Article
author Garcia-Troncoso, Natividad
Li, Lufan
Cheng, Quan
Mo, Kim Hung
Ling, Tung-Chai
author_facet Garcia-Troncoso, Natividad
Li, Lufan
Cheng, Quan
Mo, Kim Hung
Ling, Tung-Chai
author_sort Garcia-Troncoso, Natividad
title Comparative study on the properties and high temperature resistance of self-compacting concrete with various types of recycled aggregates
title_short Comparative study on the properties and high temperature resistance of self-compacting concrete with various types of recycled aggregates
title_full Comparative study on the properties and high temperature resistance of self-compacting concrete with various types of recycled aggregates
title_fullStr Comparative study on the properties and high temperature resistance of self-compacting concrete with various types of recycled aggregates
title_full_unstemmed Comparative study on the properties and high temperature resistance of self-compacting concrete with various types of recycled aggregates
title_sort comparative study on the properties and high temperature resistance of self-compacting concrete with various types of recycled aggregates
publisher Elsevier
publishDate 2021
url http://eprints.um.edu.my/27814/
_version_ 1735409525806071808
score 13.211869