People | Locations | Statistics |
---|---|---|
Naji, M. |
| |
Motta, Antonella |
| |
Aletan, Dirar |
| |
Mohamed, Tarek |
| |
Ertürk, Emre |
| |
Taccardi, Nicola |
| |
Kononenko, Denys |
| |
Petrov, R. H. | Madrid |
|
Alshaaer, Mazen | Brussels |
|
Bih, L. |
| |
Casati, R. |
| |
Muller, Hermance |
| |
Kočí, Jan | Prague |
|
Šuljagić, Marija |
| |
Kalteremidou, Kalliopi-Artemi | Brussels |
|
Azam, Siraj |
| |
Ospanova, Alyiya |
| |
Blanpain, Bart |
| |
Ali, M. A. |
| |
Popa, V. |
| |
Rančić, M. |
| |
Ollier, Nadège |
| |
Azevedo, Nuno Monteiro |
| |
Landes, Michael |
| |
Rignanese, Gian-Marco |
|
Dunster, Andrew
in Cooperation with on an Cooperation-Score of 37%
Topics
Publications (5/5 displayed)
- 2024Influence of Calcining Temperature on the Mineralogical and Mechanical Performance of Calcined Impure Kaolinitic Clays in Portland Cement Mortarscitations
- 2022Potential of calcined brick clay as a partial substitution in blended cement mortarscitations
- 2022Mechanochemical Characterisation of Calcined Impure Kaolinitic Clay as a Composite Binder in Cementitious Mortarscitations
- 2022Performance of low-grade kaolinitic clay as a cement substitute in mortar: A comparative study with fly ash
- 2022Use of low grade kaolinitic clays in development of a pozzolan-cement binder system
Places of action
Organizations | Location | People |
---|
document
Use of low grade kaolinitic clays in development of a pozzolan-cement binder system
Abstract
The use of calcined, kaolinite-rich clays as pozzolanic components in blended cements has gained a great deal of attention in recent years. This reflects its impact on reducing the total embedded carbon dioxide associated with concrete made from such binders. Reduction of CO2 is two-fold: the clays are calcined at a lower temperature than Portland cement and also replace some of the clinker in the binder phase. Pure kaolinite clay is relatively expensive however, as it is used in other industrial applications.<br/>This work studies the potential utilization of low-grade (less pure) kaolinitic clay as a supplementary cementitious material in mortar formulations. Examination by XRD revealed the presence of kaolinite, illite and quartz as the main clay minerals present in the materials. The clay samples were dried and calcined at 600 oC and the effect of heat treatment on the physical, mineralogical and microstructural properties studied.<br/> The calcined clay was uniformly blended with ordinary Portland cement at replacement levels of 10%, 20% and 30% by weight and their mechanical properties determined after 7 and 28 days. Blended cements containing 10 wt.% and 20 wt.% calcined clay were seen to have compressive strength results comparable to the reference cement at 28 days. <br/>