Abstract

To investigate the effect of leaching on chloride ingress profiles in concrete and mortar, we exposed concrete and mortar specimens for 90 and 180 days to two different exposure solutions: 3% NaCl, and 3% NaCl with KOH added to limit leaching. The solutions were replaced weekly. After exposure, we determined total chloride profiles to investigate the chloride ingress, and portlandite profiles to assess the extent of leaching. The results showed that leaching during exposure greatly affects the chloride ingress profiles in mortar and concrete. We found that leaching leads to considerably higher maximum total chloride content and deeper chloride penetration into the concrete than in the specimens where leaching was limited. We recommend therefore that leaching should be taken into account in standard laboratory testing and that more mechanistic service life models should be used to take into account the impact of leaching.

Keywords

prodor kloridov;napoved življenjske dobe;izcejanje;beton;portland;odprti dostop;chloride ingress;service life prediction;leaching;concrete;portlandite;open access;

Data

Language: English
Year of publishing:
Typology: 1.01 - Original Scientific Article
Organization: ZAG - Slovenian National Building and Civil Engineering Institute
Publisher: Springer Netherlands
UDC: 620.1/.2
COBISS: 140192515 Link will open in a new window
ISSN: 1871-6873
Views: 5
Downloads: 2
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Other data

Secondary language: Slovenian
Secondary keywords: prodor kloridov;napoved življenjske dobe;izcejanje;beton;portland;odprti dostop;
Source comment: Nasl. z nasl. zaslona; Opis vira z dne: 31. 1. 2023;
Pages: str. 1-18
Volume: ǂVol. ǂ55
Issue: ǂiss. ǂ1, article no. 8
Chronology: Jan. 2022
DOI: 10.1617/s11527-021-01730-w
ID: 18799046
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