Title of article
Kaolin-based geopolymers: Effect of mechanical activation and curing process
Author/Authors
Ayi D. Hounsi، نويسنده , , Ayi D. and Lecomte-Nana، نويسنده , , Gisèle L. and Djétéli، نويسنده , , Gnandé and Blanchart، نويسنده , , Philippe، نويسنده ,
Issue Information
روزنامه با شماره پیاپی سال 2013
Pages
9
From page
105
To page
113
Abstract
The present work aimed to investigate the influence of mechanical activation of raw kaolin on the final compressive strength of as-obtained geopolymers regarding the curing profile. A commercial raw kaolin containing 81.5 mass% of kaolin (labeled KBip) was used. Mechanical activation was performed by dry ball-milling of raw kaolin at 250 rpm for 1 h. The curing temperatures were 40 °C, 70 °C or 100 °C for 24 h, 48 h or 72 h. The compressive tests were conducted on geopolymers after the 2nd, 7th, 14th and 28th days of ageing. Mechanical activation was performed to improve mechanical properties. Results showed that without mechanical activation, the optimal curing condition was 24 h at 70 °C and the compressive strength was 15 MPa after 28 days of ageing. Under mechanical activation, improvement of the compressive strength was obtained with a curing time of 72 h at 70 °C (to reach 35% increase) or with a curing temperature of 100 °C (for 76% improvement). The formation of alkaline aluminosilicate gels and new crystalline hydrated phases controlled the strength development of geopolymers while the occurrence of carbonated species was responsible for the degradation of mechanical properties.
Keywords
Kaolin , Compressive strength , Mechanical activation , Geopolymers
Journal title
Construction and Building Materials
Serial Year
2013
Journal title
Construction and Building Materials
Record number
1634962
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