2021
DOI: 10.1016/j.conbuildmat.2020.121250
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Microscopic assessment of recycled concrete aggregate (RCA) mixtures affected by alkali-silica reaction (ASR)

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Cited by 24 publications
(9 citation statements)
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“…However, the RCAs used here and in [4] were not from the same source or of the same composition. The findings of this paper, on the other hand, are in agreement with the other research work [7]. The reason for the independence of the RCA reactivity on the level of deterioration of the source concrete could be that when processing RCA from the barriers or old elements, fresh faces of the original stone are being exposed, leading to similar expansion regardless of the original level of deterioration [2].…”
Section: Expansion Of Lab-prepared Concretes and Efficacy Of Silanesupporting
confidence: 91%
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“…However, the RCAs used here and in [4] were not from the same source or of the same composition. The findings of this paper, on the other hand, are in agreement with the other research work [7]. The reason for the independence of the RCA reactivity on the level of deterioration of the source concrete could be that when processing RCA from the barriers or old elements, fresh faces of the original stone are being exposed, leading to similar expansion regardless of the original level of deterioration [2].…”
Section: Expansion Of Lab-prepared Concretes and Efficacy Of Silanesupporting
confidence: 91%
“…The original aggregate used in the demolished structure has a major impact on the RCA usability, and different precautions may need to be taken. For instance, an RCA produced from a structure that has suffered alkali-silica reaction (ASR) may continue to cause expansion if used in a new structure without preventive measures [1][2][3][4][5][6][7][8][9]. In reality, more than one deterioration mechanism is likely co-occurring.…”
Section: Introductionmentioning
confidence: 99%
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“…Petrographic analysis is important to identify the presence or not of minerals responsible for the alkali–silica reaction [ 38 , 39 ]. It is generally associated with the presence of alkali (sodium and potassium) in the cement and of amorphous or poorly crystalline silica in some aggregates.…”
Section: Methodsmentioning
confidence: 99%
“…Using a stereomicroscope at 16× magnification, distress features (i.e., cracks) are counted in 1 cm × 1 cm squares drawn on the surface of a polished concrete section after which weighting factors [71] are applied to those features to balance their relative importance towards the distress mechanism and normalized to 100 cm 2 for comparative purposes. Moreover, the extended version of the DRI (i.e., without applying weighting factors) can be used to evaluate the crack propagation and distribution within a CC [66,68] as well as recycled concrete [72][73][74].…”
Section: The Damage Rating Index (Dri)mentioning
confidence: 99%