Chloride Penetration in Low-Carbon Concrete with High Volume of SCM: A Review Study

Xue, C; Sirivivatnanon, V

Chloride Penetration in Low-Carbon Concrete with High Volume of SCM: A Review Study

Xue, C Sirivivatnanon, V

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Publisher:: Springer Nature
Publication Type:: Conference Proceeding
Citation:: Lecture Notes in Civil Engineering, 2023, 356 LNCE, pp. 141-149
Issue Date:: 2023-01-01

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Field	Value	Language
dc.contributor.author	Xue, C
dc.contributor.author	Sirivivatnanon, V https://orcid.org/0000-0003-1901-6064
dc.date.accessioned	2024-03-08T14:59:10Z
dc.date.available	2024-03-08T14:59:10Z
dc.date.issued	2023-01-01
dc.identifier.citation	Lecture Notes in Civil Engineering, 2023, 356 LNCE, pp. 141-149
dc.identifier.isbn	9789819933297
dc.identifier.issn	2366-2557
dc.identifier.issn	2366-2565
dc.identifier.uri	http://hdl.handle.net/10453/176390
dc.description.abstract	Low-carbon concrete (LCC) uses supplementary cementitious material (SCM) to partially replace cement as a method for reducing its carbon footprint. Previous laboratory and field studies had provided substantial support and experience for using LCC in marine structures, which are the most susceptible to chloride-induced corrosion. Some short-term test methods have provided reliable assessment of the ability of LCC to resist chloride penetration, but the long-term chloride penetration depends on a great many factors and thus could differ from the results obtained from laboratory tests. However, the lack of a correlation between the data from short-term and long-term tests has limited the use of abundant laboratory results for service life design of LCC. This study presents an overview of results obtained when LCCs were exposed to chlorides. The key outcome of this study is a broader synthesis of the available data regarding the relationship between the mix design and the performance of LCCs in various chloride environments, which helps find the possible correlation and fully appreciate the value of the short-term tests.
dc.language	en
dc.publisher	Springer Nature
dc.relation.ispartof	Lecture Notes in Civil Engineering
dc.relation.ispartofseries	Lecture Notes in Civil Engineering
dc.relation.isbasedon	10.1007/978-981-99-3330-3_16
dc.rights	info:eu-repo/semantics/openAccess
dc.title	Chloride Penetration in Low-Carbon Concrete with High Volume of SCM: A Review Study
dc.type	Conference Proceeding
utslib.citation.volume	356 LNCE
pubs.organisational-group	University of Technology Sydney
pubs.organisational-group	University of Technology Sydney/Faculty of Engineering and Information Technology
pubs.organisational-group	University of Technology Sydney/Faculty of Engineering and Information Technology/School of Civil and Environmental Engineering
pubs.organisational-group	University of Technology Sydney/Strength - CBI - Centre for Built Infrastructure
utslib.copyright.status	open_access	*
dc.date.updated	2024-03-08T14:59:09Z
pubs.publication-status	Published
pubs.volume	356 LNCE

Abstract:

Low-carbon concrete (LCC) uses supplementary cementitious material (SCM) to partially replace cement as a method for reducing its carbon footprint. Previous laboratory and field studies had provided substantial support and experience for using LCC in marine structures, which are the most susceptible to chloride-induced corrosion. Some short-term test methods have provided reliable assessment of the ability of LCC to resist chloride penetration, but the long-term chloride penetration depends on a great many factors and thus could differ from the results obtained from laboratory tests. However, the lack of a correlation between the data from short-term and long-term tests has limited the use of abundant laboratory results for service life design of LCC. This study presents an overview of results obtained when LCCs were exposed to chlorides. The key outcome of this study is a broader synthesis of the available data regarding the relationship between the mix design and the performance of LCCs in various chloride environments, which helps find the possible correlation and fully appreciate the value of the short-term tests.

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http://hdl.handle.net/10453/176390