Concrete damage due to pyrrhotite in the Trois-Rivières area (Québec, Canada): risk of future damage to undamaged concrete

Over 1700 buildings in the Trois-Rivières area (Québec, Canada), with the concrete manufactured with aggregates containing pyrrhotite have been inspected by the defense experts involved in a first trial. Nearly 500 of them, undamaged at the time of a first inspection, were reinspected about every 2 years. Only 23% of these (113/497) showed signs of concrete swelling due to internal sulfate attack with time, but only 8 did so more than 8 years after construction. Among the 384 still undamaged buildings, 99 were over 10 years old despite aggregate pyrrhotite contents of 0.25 to 1.00 vol%. The risk of future damage to undamaged concrete is based on three factors relating to: (1) aggregate pyrrhotite content, (2) type of concrete component and exposure conditions, climatic or other, and (3) age of concrete. Since 2017, the protocol has been applied to many buildings, and proved to be both reliable and conservative.

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Publication Details

Journal
Canadian Journal of Civil Engineering
Published
2025-08-12
DOI
https://doi.org/10.1139/cjce-2024-0474
Citations
2
Primary Topic
Concrete and Cement Materials Research
Type
article
Field-Weighted Citation Impact
1.91
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article

Concrete damage due to pyrrhotite in the Trois-Rivières area (Québec, Canada): risk of future damage to undamaged concrete

F. Gagnon, Brodie Ross, Marc-André Bérubé, Charles Tremblay
2 citations
Canadian Journal of Civil Engineering
Concrete and Cement Materials Research
1.91
article

Concrete damage due to pyrrhotite in the Trois-Rivières area (Québec, Canada): risk of future damage to undamaged concrete

F. Gagnon, Brodie Ross, Marc-André Bérubé, Charles Tremblay
article en
2 citations

Abstract

Over 1700 buildings in the Trois-Rivières area (Québec, Canada), with the concrete manufactured with aggregates containing pyrrhotite have been inspected by the defense experts involved in a first trial. Nearly 500 of them, undamaged at the time of a first inspection, were reinspected about every 2 years. Only 23% of these (113/497) showed signs of concrete swelling due to internal sulfate attack with time, but only 8 did so more than 8 years after construction. Among the 384 still undamaged buildings, 99 were over 10 years old despite aggregate pyrrhotite contents of 0.25 to 1.00 vol%. The risk of future damage to undamaged concrete is based on three factors relating to: (1) aggregate pyrrhotite content, (2) type of concrete component and exposure conditions, climatic or other, and (3) age of concrete. Since 2017, the protocol has been applied to many buildings, and proved to be both reliable and conservative.

Canadian Journal of Civil EngineeringVol. 52(12)
Group for Research in Decision Analysis (CA), Université Laval (CA)
Openalex Percentile: Top 14%
Concrete and Cement Materials Research
1.91
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