This study evaluates the effect of particle size distribution (PSD) of high calcium fly ash on high volume fly ash (HVFA) mortar characteristics. Four PSD variations of high calcium fly ash used were: unclassified fly ash and fly ash passing sieve No. 200, No. 325 and No. 400, respectively. The fly ash replacement ratio of the cementitious material ranged between 50-70%. The results show that with smaller fly ash particles size and higher levels of fly ash replacement, the workability of the mixture was increased with longer setting time. There was an increase in mortar compressive strength with finer fly ash particle size, compared to those with unclassified ones, with the highest strength was found at those with fly ash passing mesh No. 3...
In this paper, the influence of fly ash fineness on water requirement and shrinkage of blended cemen...
Coal power plants produce million tons waste fly ash worldwide that cause environmental problem and ...
Class F fly ash is used to replace the OPC on the mass basis of the total cementitious material (CM)...
This study evaluates the effect of particle size distribution (PSD) of high calcium fly ash on high ...
A high-calcium fly ash was studied as mineral addition in mortar mixture. It is replaced with the Po...
The study evaluates the influence of fly ash and bottom ash as partial cement substitutes in mortars...
Depending on their physical and chemical properties and the amount of replacements with cement, fly ...
Sevim, Ozer/0000-0001-8535-2344; Demir, Ilhami/0000-0002-8230-4053WOS: 000457506100025Gradation of p...
This research investigates the physical and mechanical properties of mortar incorporating fly ash (F...
This paper presents the findings of an investigation into the compressive and flexural strength of v...
This paper evaluates the effect of Ultrafine Fly Ash (UFFA) and Nano Silica (NS) on compressive stre...
Fly ash is a well-known supplementary cementitious material that is the by-product of coal-fired the...
ABSTRACT: This paper presents the effect of fineness of fly ash on expansion of fly ash-cement morta...
A laboratory study was undertaken to assess the compressive and flexural tensile strength and drying...
High calcium fly ash (HCFA) from thermal power plants is a good replacement for Portland cement, but...
In this paper, the influence of fly ash fineness on water requirement and shrinkage of blended cemen...
Coal power plants produce million tons waste fly ash worldwide that cause environmental problem and ...
Class F fly ash is used to replace the OPC on the mass basis of the total cementitious material (CM)...
This study evaluates the effect of particle size distribution (PSD) of high calcium fly ash on high ...
A high-calcium fly ash was studied as mineral addition in mortar mixture. It is replaced with the Po...
The study evaluates the influence of fly ash and bottom ash as partial cement substitutes in mortars...
Depending on their physical and chemical properties and the amount of replacements with cement, fly ...
Sevim, Ozer/0000-0001-8535-2344; Demir, Ilhami/0000-0002-8230-4053WOS: 000457506100025Gradation of p...
This research investigates the physical and mechanical properties of mortar incorporating fly ash (F...
This paper presents the findings of an investigation into the compressive and flexural strength of v...
This paper evaluates the effect of Ultrafine Fly Ash (UFFA) and Nano Silica (NS) on compressive stre...
Fly ash is a well-known supplementary cementitious material that is the by-product of coal-fired the...
ABSTRACT: This paper presents the effect of fineness of fly ash on expansion of fly ash-cement morta...
A laboratory study was undertaken to assess the compressive and flexural tensile strength and drying...
High calcium fly ash (HCFA) from thermal power plants is a good replacement for Portland cement, but...
In this paper, the influence of fly ash fineness on water requirement and shrinkage of blended cemen...
Coal power plants produce million tons waste fly ash worldwide that cause environmental problem and ...
Class F fly ash is used to replace the OPC on the mass basis of the total cementitious material (CM)...