Abstract
An investigation of carbonation in mortars and methods of measuring the degree of carbonation and pH change is presented.
The mortars were manufactured using ordinary portland cement, pulverized fuel ash, ground granulated blast-furnace slag, metakaolin,
and microsilica. The mortars were exposed to a carbon dioxide-rich environment 5% CO2 to accelerate carbonation. The resulting
carbonation was measured using phenolphthalein indicator and thermogravimetric analysis. The pH of the pore fluid and a powdered
sample, extracted from the mortar, was measured to give an accurate indication of the actual pH of the concrete. The pH of the extracted
powder mortar sample was found to be similar to the pH of the pore fluid expressed from the mortars. The thermogravimetric analysis
suggested two distinct regions of transport of CO2 within mortar, a surface region where convection was prevalent and a deeper region
where diffusion was dominant. The use of microsilica has been shown to decrease the rate of carbonation, while pulverized fuel ash and
ground granulated blast-furnace slag have a detrimental effect on carbonation. Metakaolin has little effect on carbonation.
| Original language | English |
|---|---|
| Pages (from-to) | 217-225 |
| Number of pages | 9 |
| Journal | ASCE Journal of Materials in Civil Engineering |
| Volume | 21 |
| Issue number | 5 |
| DOIs | |
| Publication status | Published - May 2009 |
ASJC Scopus subject areas
- Building and Construction
- Civil and Structural Engineering
- General Materials Science
- Mechanics of Materials