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Development of an accelerated test for Internal Sulfate Attack study

Authors :
Gilles Escadeillas
Nacim Khelil
Jean-Emmanuel Aubert
Laboratoire Matériaux et Durabilité des constructions (LMDC)
Université Toulouse III - Paul Sabatier (UT3)
Université Fédérale Toulouse Midi-Pyrénées-Université Fédérale Toulouse Midi-Pyrénées-Institut National des Sciences Appliquées - Toulouse (INSA Toulouse)
Institut National des Sciences Appliquées (INSA)-Institut National des Sciences Appliquées (INSA)
Institut National des Sciences Appliquées - Toulouse (INSA Toulouse)
Institut National des Sciences Appliquées (INSA)-Université de Toulouse (UT)-Institut National des Sciences Appliquées (INSA)-Université de Toulouse (UT)-Université Toulouse III - Paul Sabatier (UT3)
Université de Toulouse (UT)
Source :
MATEC Web of Conferences, MATEC Web of Conferences, EDP sciences, 2014, International Congress on Materials & Structural Stability 11, pp.01042. ⟨10.1051/matecconf/20141101042⟩, MATEC Web of Conferences, Vol 11, p 01042 (2014), MATEC Web of Conferences, 2014, International Congress on Materials & Structural Stability 11, pp.01042. ⟨10.1051/matecconf/20141101042⟩
Publication Year :
2014
Publisher :
HAL CCSD, 2014.

Abstract

International audience; Internal Sulfate Attack (ISA) is a pathology that occurs under certain conditions in concrete having undergone heating above 70 °C at early age (through heating in pre-casting industry or due to hydration in large concrete parts). This reaction deemed very slow, numerous methods to speed up reactions leading to delayed ettringite formation have been developed. These methods are all based on the material damage. Another type of test is currently under development. It is based on rehabilitation techniques such as electrochemical chloride extraction (ECE) in order to accelerate the leaching of alkalis that could be one of the triggers of the pathology. The study presented in this paper focused on concrete specimens prepared from cement (CEM I 52.5 N) enriched with Na2SO4. These concretes have undergone a heat treatment typical of those used in precast plants (up to 24 hours with a maximum temperature of 80 °C). Various paths were explored for the development of the accelerated test. The first results showed that it was necessary to use a removable titanium anode ruthenium anode instead of stainless steel embedded in the concrete. Then tests with de-ionized water as the solute to the cathode did not accelerate the onset of expansions. The experiment has been modified and potassium carbonate was added to the solution. This modification didn't show any significant improvement, and other experiments are being carried out to explain this result.

Details

Language :
English
ISSN :
2261236X
Database :
OpenAIRE
Journal :
MATEC Web of Conferences, MATEC Web of Conferences, EDP sciences, 2014, International Congress on Materials & Structural Stability 11, pp.01042. ⟨10.1051/matecconf/20141101042⟩, MATEC Web of Conferences, Vol 11, p 01042 (2014), MATEC Web of Conferences, 2014, International Congress on Materials & Structural Stability 11, pp.01042. ⟨10.1051/matecconf/20141101042⟩
Accession number :
edsair.doi.dedup.....8688eca8edc321ac7c5d3e5ad420e7a0
Full Text :
https://doi.org/10.1051/matecconf/20141101042⟩