Experimental evaluation on the performance of self compacting concrete containing glass particles under sulfuric acid attack

In the recent years, study on the gradual deterioration of concrete under effect of corrosive factors such as acid attacks has been one of the most important research challenges in the concrete technology. On the other hand, in order to achieving the sustainable development, recycled concrete produc...

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Autores principales: Saman Rahat Dahmardeh, Mohammad Hassan Mirabimoghaddam, Mohammad Saleh Sargazi Moghaddam
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Lenguaje:FA
Publicado: Iranian Society of Structrual Engineering (ISSE) 2018
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Acceso en línea:https://doaj.org/article/df53904f0faa4ac887155d15cd30b183
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spelling oai:doaj.org-article:df53904f0faa4ac887155d15cd30b1832021-11-08T15:50:37ZExperimental evaluation on the performance of self compacting concrete containing glass particles under sulfuric acid attack2476-39772538-261610.22065/jsce.2017.78162.1087https://doaj.org/article/df53904f0faa4ac887155d15cd30b1832018-10-01T00:00:00Zhttps://www.jsce.ir/article_50755_a157f6aad9aa204928751db3e90f3871.pdfhttps://doaj.org/toc/2476-3977https://doaj.org/toc/2538-2616In the recent years, study on the gradual deterioration of concrete under effect of corrosive factors such as acid attacks has been one of the most important research challenges in the concrete technology. On the other hand, in order to achieving the sustainable development, recycled concrete production by using of building and non building wastes, is interest for researchers more than past. So in this experimental study, for assessing the performance of self compacting concrete containing glass particles under sulfuric acid attack, 9 mixtures comprising 0, 5,10,15 and 20% glass particles as fine and coarse aggregates were considered. To determine fresh and hardened behavior, Slump, T50, V-funnel, J-ring, L-box and compressive and flexural strength tests were performed. In addition, in order to specify the durability of concrete samples, after placing them in the corrosive sulfuric acid solution with PH=1.5 for 30 and 60 days, mass loss and compressive and flexural strengths tests were carried out. Results showed that with increasing glass particles, fluidity, passing ability and dispersion of self compacting concrete increased. After 60 days immersion in sulfuric acid solution, compressive strength reduced for all samples. By adding glass particles, durability of self compacting concrete improved significantly compared to the control mix. Mass of all samples decreased after corrosion, which samples containing glass showed better performance in the mass loss compared to the control sample.Saman Rahat DahmardehMohammad Hassan MirabimoghaddamMohammad Saleh Sargazi MoghaddamIranian Society of Structrual Engineering (ISSE)articleself compacting concrete glassdurabilitysulfuric acidstrengthweight lossBridge engineeringTG1-470Building constructionTH1-9745FAJournal of Structural and Construction Engineering, Vol 5, Iss 3, Pp 200-220 (2018)
institution DOAJ
collection DOAJ
language FA
topic self compacting concrete glass
durability
sulfuric acid
strength
weight loss
Bridge engineering
TG1-470
Building construction
TH1-9745
spellingShingle self compacting concrete glass
durability
sulfuric acid
strength
weight loss
Bridge engineering
TG1-470
Building construction
TH1-9745
Saman Rahat Dahmardeh
Mohammad Hassan Mirabimoghaddam
Mohammad Saleh Sargazi Moghaddam
Experimental evaluation on the performance of self compacting concrete containing glass particles under sulfuric acid attack
description In the recent years, study on the gradual deterioration of concrete under effect of corrosive factors such as acid attacks has been one of the most important research challenges in the concrete technology. On the other hand, in order to achieving the sustainable development, recycled concrete production by using of building and non building wastes, is interest for researchers more than past. So in this experimental study, for assessing the performance of self compacting concrete containing glass particles under sulfuric acid attack, 9 mixtures comprising 0, 5,10,15 and 20% glass particles as fine and coarse aggregates were considered. To determine fresh and hardened behavior, Slump, T50, V-funnel, J-ring, L-box and compressive and flexural strength tests were performed. In addition, in order to specify the durability of concrete samples, after placing them in the corrosive sulfuric acid solution with PH=1.5 for 30 and 60 days, mass loss and compressive and flexural strengths tests were carried out. Results showed that with increasing glass particles, fluidity, passing ability and dispersion of self compacting concrete increased. After 60 days immersion in sulfuric acid solution, compressive strength reduced for all samples. By adding glass particles, durability of self compacting concrete improved significantly compared to the control mix. Mass of all samples decreased after corrosion, which samples containing glass showed better performance in the mass loss compared to the control sample.
format article
author Saman Rahat Dahmardeh
Mohammad Hassan Mirabimoghaddam
Mohammad Saleh Sargazi Moghaddam
author_facet Saman Rahat Dahmardeh
Mohammad Hassan Mirabimoghaddam
Mohammad Saleh Sargazi Moghaddam
author_sort Saman Rahat Dahmardeh
title Experimental evaluation on the performance of self compacting concrete containing glass particles under sulfuric acid attack
title_short Experimental evaluation on the performance of self compacting concrete containing glass particles under sulfuric acid attack
title_full Experimental evaluation on the performance of self compacting concrete containing glass particles under sulfuric acid attack
title_fullStr Experimental evaluation on the performance of self compacting concrete containing glass particles under sulfuric acid attack
title_full_unstemmed Experimental evaluation on the performance of self compacting concrete containing glass particles under sulfuric acid attack
title_sort experimental evaluation on the performance of self compacting concrete containing glass particles under sulfuric acid attack
publisher Iranian Society of Structrual Engineering (ISSE)
publishDate 2018
url https://doaj.org/article/df53904f0faa4ac887155d15cd30b183
work_keys_str_mv AT samanrahatdahmardeh experimentalevaluationontheperformanceofselfcompactingconcretecontainingglassparticlesundersulfuricacidattack
AT mohammadhassanmirabimoghaddam experimentalevaluationontheperformanceofselfcompactingconcretecontainingglassparticlesundersulfuricacidattack
AT mohammadsalehsargazimoghaddam experimentalevaluationontheperformanceofselfcompactingconcretecontainingglassparticlesundersulfuricacidattack
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