2020
DOI: 10.22630/aspa.2020.19.3.26
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Wpływ właściwości popiołu lotnego z termicznego przekształcania osadów ściekowych na parametry betonu zwykłego

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Cited by 6 publications
(4 citation statements)
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“…It is assumed that the phosphate ions contained in the ash and the loss on ignition affect the compressive strength of concretes produced with the fly ash from the thermal conversion of sewage sludge [48,49]. It was observed that the fly ash from another batch used by the authors in previous studies [16,29,30] was characterized by a poorer chemical composition than the fly ash used in the presented research. The pozzolanic activity of the fly ashes from thermal conversion of sewage sludge, determined as the total content of reactive Al 2 O 3 and SiO 2 based on ASTM C379-65T [47], was 20.31%.…”
Section: Physical and Chemical Properties Of Fly Ashmentioning
confidence: 96%
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“…It is assumed that the phosphate ions contained in the ash and the loss on ignition affect the compressive strength of concretes produced with the fly ash from the thermal conversion of sewage sludge [48,49]. It was observed that the fly ash from another batch used by the authors in previous studies [16,29,30] was characterized by a poorer chemical composition than the fly ash used in the presented research. The pozzolanic activity of the fly ashes from thermal conversion of sewage sludge, determined as the total content of reactive Al 2 O 3 and SiO 2 based on ASTM C379-65T [47], was 20.31%.…”
Section: Physical and Chemical Properties Of Fly Ashmentioning
confidence: 96%
“…According to PN-88/B-06250, the concrete samples subjected to freezing and thawing cycles should not show any damage or cracks, and their weight loss cannot exceed 5%. Additionally, the decrease in compressive strength should not exceed 20% [16]. An important factor affecting the frost resistance of the concrete is the air content.…”
Section: Frost Resistancementioning
confidence: 99%
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“…4,5 Various methods of curing includes immersion in water, 6 sprinkling, 7 wet coverings, 8 plastic sheet covering, 9 open air curing, 10 and curing with use of chemical admixtures 11 or internal curing with use of natural fibers. 12,13 Many researchers have studied the effect of curing conditions on the strength development and shrinkage of ordinary concrete, 14 high-performance concrete, [15][16][17] lightweight concrete, 18 self-compacting concrete, 19,20 concrete containing supplementary cementitious materials as silica fume, 21,22 fly ash, 23 geopolymers, 24,25 clay, fly ash-clay, or shale ceramsite. 26 The actual concrete curing starts in the moment of compaction -maintaining ambient relative humidity over 90% limits shrinkage deformations to a large extent.…”
Section: Introductionmentioning
confidence: 99%