An assessment of the nature of the components of pulverized-fuel ash (pfa) has shown a dominance of hollow, glassy spheres with a composite shell. Total of partial coating by magnetite can be present. The form, size and physical nature of the particles are shown to be the main influences affecting the workability and water demand of fresh pfa concretes. The relationship between progressive pfa particle reaction and strength gain with time has been observed for standard cured concretes up to two years old. The early pfa contribution to strength development is largely a beneficial interaction with the normal hydration of Portland cement while the pozzolanic reaction becomes significant after 28 days. The potential performance of pfa can be pr...
The compressive strength development of mortars with 30%, 50% and 100% by mass replacement of Portla...
Fuel Ash (PFA) concrete (PC-PFA) has been carried out. This paper reports strength development, part...
Aerated concrete is homogenous compared with ordinary concrete because it does not contain coarse ag...
An assessment of the nature of the components of pulverized-fuel ash (pfa) has shown a dominance of ...
The Pulverized Fuel Ash (PFA) is known as pozzolanic material and can be used as cement replacement ...
This paper describes an investigation on mix design of concrete incorporation highly percentage of p...
Through public concerns and research efforts, the coal combustion by-product materials have potenti...
Despite the proven economic, environmental and technical benefits, long-term strength development an...
This paper describes the work of a study carried out to assess the effect of pulverised full ash (PF...
Partial replacement of cement by mineral admixtures or pozzolans can possibly improve the durability...
(PFA - Pulverized-fuel ash)SIGLEAvailable from British Library Document Supply Centre- DSC:D87688 / ...
The characteristics of pfa to BS 3892: Part 1 and their possible effects upon concrete are examined ...
NOTE: THE MATHEMATICAL SYMBOLS IN THIS ABSTRACT CANNOT BE DISPLAYED CORRECTLY ON THIS PAGE. PLEASE R...
Pulverised Fuel Ash (PFA) is becoming an important component in concrete due to potentially improved...
After being subjected to high temperatures, the residual properties of pulverized fly ash (PFA) conc...
The compressive strength development of mortars with 30%, 50% and 100% by mass replacement of Portla...
Fuel Ash (PFA) concrete (PC-PFA) has been carried out. This paper reports strength development, part...
Aerated concrete is homogenous compared with ordinary concrete because it does not contain coarse ag...
An assessment of the nature of the components of pulverized-fuel ash (pfa) has shown a dominance of ...
The Pulverized Fuel Ash (PFA) is known as pozzolanic material and can be used as cement replacement ...
This paper describes an investigation on mix design of concrete incorporation highly percentage of p...
Through public concerns and research efforts, the coal combustion by-product materials have potenti...
Despite the proven economic, environmental and technical benefits, long-term strength development an...
This paper describes the work of a study carried out to assess the effect of pulverised full ash (PF...
Partial replacement of cement by mineral admixtures or pozzolans can possibly improve the durability...
(PFA - Pulverized-fuel ash)SIGLEAvailable from British Library Document Supply Centre- DSC:D87688 / ...
The characteristics of pfa to BS 3892: Part 1 and their possible effects upon concrete are examined ...
NOTE: THE MATHEMATICAL SYMBOLS IN THIS ABSTRACT CANNOT BE DISPLAYED CORRECTLY ON THIS PAGE. PLEASE R...
Pulverised Fuel Ash (PFA) is becoming an important component in concrete due to potentially improved...
After being subjected to high temperatures, the residual properties of pulverized fly ash (PFA) conc...
The compressive strength development of mortars with 30%, 50% and 100% by mass replacement of Portla...
Fuel Ash (PFA) concrete (PC-PFA) has been carried out. This paper reports strength development, part...
Aerated concrete is homogenous compared with ordinary concrete because it does not contain coarse ag...