Calcareous fly ashes are high-potential reactive residues for blended cements, but their qualification and use in concrete are hindered by heterogeneity and variability. Current characterization often fails to identify the dominant, most reactive, amorphous fraction of the ashes. We developed an approach to characterize ashes using electron microscopy. EDS element composition of millions of points is plotted in a ternary frequency plot. A visual analysis reveals number and ranges of chemical composition of populations: silicate, calcium-silicate, aluminosilicate, and calcium-rich aluminosilicate. We quantified these populations in four ashes and followed their hydration in two Portland-ash systems. One ash reacted at a moderate rate: it was...
A large quantity of fly ash is being used in various Civil Engineering applications all over the wor...
The cement and concrete industry is responsible for about 5% of global anthropogenic CO2 emissions, ...
This paper gives a review over methods to determine the degree of reaction for supplementary cementi...
Calcareous fly ashes are high-potential reactive residues for blended cements, but their qualificati...
Copyright © 2019 by ASTM International, 100 Barr Harbor Drive, PO Box C700, West Conshohocken, PA 19...
Fly ash is a critical material for partial replacement of ordinary portland cement (OPC) in the bind...
High-calcium Class C fly ashes derived from Powder River Basin coal are currently used as supplement...
A Portland fly ash cement containing 20% of a fine fly ash and a blast furnace slag cement of approx...
Physical and mineralogical characterization of Belgian powder fly ashes (PFA'S) are performed. In or...
grantor: University of TorontoIt is generally accepted that low-calcium fly ashes (Class F...
The properties of fly ashes vary because of the differences in the properties of their individual pa...
PDFTech ReportFHWA/LA91/24787-1CFly ashPortland cementConcreteLouisianaLouisiana State University, B...
The various (vitreous and crystalline) components of two type F fly ashes are quantified in this pap...
Historically, ash was added to lime to create hydraulic materials. In modern cement primarily coal f...
In general, concretes made with blended Portland cement containing high volumes of fly ash provide ...
A large quantity of fly ash is being used in various Civil Engineering applications all over the wor...
The cement and concrete industry is responsible for about 5% of global anthropogenic CO2 emissions, ...
This paper gives a review over methods to determine the degree of reaction for supplementary cementi...
Calcareous fly ashes are high-potential reactive residues for blended cements, but their qualificati...
Copyright © 2019 by ASTM International, 100 Barr Harbor Drive, PO Box C700, West Conshohocken, PA 19...
Fly ash is a critical material for partial replacement of ordinary portland cement (OPC) in the bind...
High-calcium Class C fly ashes derived from Powder River Basin coal are currently used as supplement...
A Portland fly ash cement containing 20% of a fine fly ash and a blast furnace slag cement of approx...
Physical and mineralogical characterization of Belgian powder fly ashes (PFA'S) are performed. In or...
grantor: University of TorontoIt is generally accepted that low-calcium fly ashes (Class F...
The properties of fly ashes vary because of the differences in the properties of their individual pa...
PDFTech ReportFHWA/LA91/24787-1CFly ashPortland cementConcreteLouisianaLouisiana State University, B...
The various (vitreous and crystalline) components of two type F fly ashes are quantified in this pap...
Historically, ash was added to lime to create hydraulic materials. In modern cement primarily coal f...
In general, concretes made with blended Portland cement containing high volumes of fly ash provide ...
A large quantity of fly ash is being used in various Civil Engineering applications all over the wor...
The cement and concrete industry is responsible for about 5% of global anthropogenic CO2 emissions, ...
This paper gives a review over methods to determine the degree of reaction for supplementary cementi...