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  4. Influence of pH on the chloride binding capacity of Limestone Calcined Clay Cements (LC3)
 
research article

Influence of pH on the chloride binding capacity of Limestone Calcined Clay Cements (LC3)

Avet, Francois  
•
Scrivener, Karen  
May 1, 2020
Cement and Concrete Research

The high solution to solid ratio normally used for the measurement of chloride binding isotherms, leads to a leaching of ions and a decrease of pH. To make binding test more representative of on-site conditions, we investigated the influence of the increase of pH to compensate the leaching. The binding was characterized on plain cement and Limestone Calcined Clay Cements (LC3). The increase of pH leads to a decrease of the amount of bound chloride. This lower binding can be first explained by the lower chloride content in the solid solution of Friedel's salt and hemicarboaluminate hydrate. Moreover, a lower chloride ions adsorption on C-A-S-H is quantified.

  • Details
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Type
research article
DOI
10.1016/j.cemconres.2020.106031
Web of Science ID

WOS:000527914100003

Author(s)
Avet, Francois  
Scrivener, Karen  
Date Issued

2020-05-01

Publisher

Pergamon-Elsevier Science Ltd

Published in
Cement and Concrete Research
Volume

131

Article Number

106031

Subjects

Construction & Building Technology

•

Materials Science, Multidisciplinary

•

Materials Science

•

lc3

•

chloride binding

•

ph

•

phase assemblage

•

portland

•

metakaolin

•

hydration

•

impact

Editorial or Peer reviewed

REVIEWED

Written at

EPFL

EPFL units
LMC  
Available on Infoscience
May 7, 2020
Use this identifier to reference this record
https://infoscience.epfl.ch/handle/20.500.14299/168608
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