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Article: Chloride ingress profiles and binding capacity of mortar in cyclic drying-wetting salt fog environments

TitleChloride ingress profiles and binding capacity of mortar in cyclic drying-wetting salt fog environments
Authors
KeywordsSalt-fog environments
Supplementary cementitious materials
Chloride ions
Drying-wetting cycles
Mortar
Issue Date2016
Citation
Construction and Building Materials, 2016, v. 127, p. 733-742 How to Cite?
Abstract© 2016 Elsevier Ltd In this work, the chloride ingress profiles and binding capacity of mortar subjected to cyclic drying-wetting salt-fog atmospheric environments were experimentally investigated. In particular, the free and total chloride concentration, internal relative humidity, and pore size distribution of six mortar with various water-to-cement ratios and additions of supplementary cementitious materials (SCMs) were measured. The results show that a convection zone with a depth of 5–12 mm exists in mortar under cyclic salt-fog drying-wetting conditions. The exposure orientation significantly affects the chloride concentration but not the depth of convection zone. The incorporation of SCMs reduces the free chloride content in the deep depth but tends to enlarge it within the skin layers. A strong linear relationship between free and total chloride can be established, regardless of the type of mixture. The chloride binding capacity tends to decline with the increasing free chloride content in mortar, especially when free chloride content being larger than 0.1% by weight of mortar.
Persistent Identifierhttp://hdl.handle.net/10722/251637
ISSN
2023 Impact Factor: 7.4
2023 SCImago Journal Rankings: 1.999
ISI Accession Number ID

 

DC FieldValueLanguage
dc.contributor.authorYe, Hailong-
dc.contributor.authorJin, Nanguo-
dc.contributor.authorJin, Xianyu-
dc.contributor.authorFu, Chuanqing-
dc.contributor.authorChen, Wei-
dc.date.accessioned2018-03-08T05:00:33Z-
dc.date.available2018-03-08T05:00:33Z-
dc.date.issued2016-
dc.identifier.citationConstruction and Building Materials, 2016, v. 127, p. 733-742-
dc.identifier.issn0950-0618-
dc.identifier.urihttp://hdl.handle.net/10722/251637-
dc.description.abstract© 2016 Elsevier Ltd In this work, the chloride ingress profiles and binding capacity of mortar subjected to cyclic drying-wetting salt-fog atmospheric environments were experimentally investigated. In particular, the free and total chloride concentration, internal relative humidity, and pore size distribution of six mortar with various water-to-cement ratios and additions of supplementary cementitious materials (SCMs) were measured. The results show that a convection zone with a depth of 5–12 mm exists in mortar under cyclic salt-fog drying-wetting conditions. The exposure orientation significantly affects the chloride concentration but not the depth of convection zone. The incorporation of SCMs reduces the free chloride content in the deep depth but tends to enlarge it within the skin layers. A strong linear relationship between free and total chloride can be established, regardless of the type of mixture. The chloride binding capacity tends to decline with the increasing free chloride content in mortar, especially when free chloride content being larger than 0.1% by weight of mortar.-
dc.languageeng-
dc.relation.ispartofConstruction and Building Materials-
dc.subjectSalt-fog environments-
dc.subjectSupplementary cementitious materials-
dc.subjectChloride ions-
dc.subjectDrying-wetting cycles-
dc.subjectMortar-
dc.titleChloride ingress profiles and binding capacity of mortar in cyclic drying-wetting salt fog environments-
dc.typeArticle-
dc.description.naturelink_to_subscribed_fulltext-
dc.identifier.doi10.1016/j.conbuildmat.2016.10.059-
dc.identifier.scopuseid_2-s2.0-84992153311-
dc.identifier.volume127-
dc.identifier.spage733-
dc.identifier.epage742-
dc.identifier.isiWOS:000388047400072-
dc.identifier.issnl0950-0618-

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