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Influence of relative humidity on delayed ettringite formation

Authors :
Mohamad Al Shamaa
Loic Divet
Georges Nahas
Stéphane Lavaud
Jean-Michel Torrenti
Institut de Radioprotection et de Sûreté Nucléaire (IRSN)
Comportement Physico-chimique et Durabilité des Matériaux (IFSTTAR/MAST/CPDM)
Institut Français des Sciences et Technologies des Transports, de l'Aménagement et des Réseaux (IFSTTAR)-Communauté Université Paris-Est
Département Matériaux et Structures (IFSTTAR/MAST)
Institut Français des Sciences et Technologies des Transports, de l'Aménagement et des Réseaux (IFSTTAR)-PRES Université Paris-Est
Laboratoire de Mécanique et Technologie (LMT)
École normale supérieure - Cachan (ENS Cachan)-Centre National de la Recherche Scientifique (CNRS)
Matériaux pour Infrastructure de Transport (IFSTTAR/MAST/MIT)
PRES Université Nantes Angers Le Mans (UNAM)-Institut Français des Sciences et Technologies des Transports, de l'Aménagement et des Réseaux (IFSTTAR)
Division Physico-chimie des Matériaux (LCPC/PCM)
Laboratoire Central des Ponts et Chaussées (LCPC)-Université Paris-Est Créteil Val-de-Marne - Paris 12 (UPEC UP12)
Institut Français des Sciences et Technologies des Transports, de l'Aménagement et des Réseaux (IFSTTAR)-PRES Université Nantes Angers Le Mans (UNAM)-PRES Université Paris-Est
Source :
Cement and Concrete Composites, Cement and Concrete Composites, Elsevier, 2015, 58, pp.14-22. ⟨10.1016/j.cemconcomp.2014.12.013⟩
Publication Year :
2015
Publisher :
Elsevier BV, 2015.

Abstract

This experimental study aims to determine the effect of relative humidity on concrete expansion due to delayed ettringite formation (DEF), which still remains imperfectly known. Test methods were designed to trigger reaction in concrete specimens and determine how ambient RH affects expansion of the specimens. Saturated salts solutions were used to achieve distinct ambient RH conditions within containers. Also, chemical analysis was performed to determine and quantify the fractions of alkalis leaching out of the pore solutions of concretes. Results showed that the critical ambient RH value that corresponds to significant suppression of DEF could be greatly dependent on the alkalis fractions leached out. Finally, the consequences of swelling due to DEF on the concrete properties are assessed. After swelling, both of gas permeability and porosity was increased significantly and dynamic modulus was reduced by about 45%.

Details

ISSN :
09589465
Volume :
58
Database :
OpenAIRE
Journal :
Cement and Concrete Composites
Accession number :
edsair.doi.dedup.....2011228b548ec09ede0d734327031568
Full Text :
https://doi.org/10.1016/j.cemconcomp.2014.12.013