Trottier, C.; Sanchez, L.F.M. Damage Generated and Propagated by the AAR Reactive Aggregate from Kingston, Ontario, Canada. Materials2024, 17, 166.
Trottier, C.; Sanchez, L.F.M. Damage Generated and Propagated by the AAR Reactive Aggregate from Kingston, Ontario, Canada. Materials 2024, 17, 166.
Trottier, C.; Sanchez, L.F.M. Damage Generated and Propagated by the AAR Reactive Aggregate from Kingston, Ontario, Canada. Materials2024, 17, 166.
Trottier, C.; Sanchez, L.F.M. Damage Generated and Propagated by the AAR Reactive Aggregate from Kingston, Ontario, Canada. Materials 2024, 17, 166.
Abstract
It remains unclear in the literature what is the cause of the so-called alkali-carbonate reaction (ACR) damage to concrete yet, a consensus is reached when considering dedolimitization as non-expansive. However, expansion and cracks as distress features are often attributed to alkali-silica reaction (ASR) when evidence of a reactive mineral is found in the aggregate. Evidently, different types of aggregates may produce different types and degrees of damage. Therefore, this work aims to assess the damage to concrete generated and propagated by the so-called ACR susceptible reactive Kingston coarse aggregate through mechanical testing (i.e., direct shear test), microscopy (the damage rating index – DRI), and other techniques. Distinct induced expansion levels (i.e., 0%, 0.05%, 0.12%, and 0.20%) were selected to compare the distress caused by ACR to concrete affected by ASR. Result show that the behaviour of ACR, namely as captured through the DRI, is inconsistent with that of ASR thus attesting to ACR being a distinct distress mechanism.
Copyright:
This is an open access article distributed under the Creative Commons Attribution License which permits unrestricted use, distribution, and reproduction in any medium, provided the original work is properly cited.
