TY - JOUR
T1 - Factors influencing softening temperature and hot-strength of geopolymers
AU - Pan, Zhu
AU - Sanjayan, Jay G.
PY - 2012
Y1 - 2012
N2 - This paper presents the effects of cation type, silicate concentration, compositions of low-calcium fly ash and test load on softening temperature and hot-strength (loaded while at high temperature) of fly ash-based geopolymers. It was found that softening temperature (T s) of sodium (Na) based-geopolymer remained the same (610 °C ± 20 °C) regardless of the silicate concentration, fly ash composition, and test load. However, when the cation was changed from sodium to potassium (K), the T s increased to 800 °C. Further, when Na/K is mixed, the T s dropped to 570 °C. Significant increases in hot-strengths (at 530 °C and 730 °C) were found in all geopolymers. This increase in strength was observed to be in conjunction with heat release, indicating an exothermic reaction. Since the reaction between fly ash and activators is exothermic, this reaction is believed to be the reason for the strength gain at high temperatures.
AB - This paper presents the effects of cation type, silicate concentration, compositions of low-calcium fly ash and test load on softening temperature and hot-strength (loaded while at high temperature) of fly ash-based geopolymers. It was found that softening temperature (T s) of sodium (Na) based-geopolymer remained the same (610 °C ± 20 °C) regardless of the silicate concentration, fly ash composition, and test load. However, when the cation was changed from sodium to potassium (K), the T s increased to 800 °C. Further, when Na/K is mixed, the T s dropped to 570 °C. Significant increases in hot-strengths (at 530 °C and 730 °C) were found in all geopolymers. This increase in strength was observed to be in conjunction with heat release, indicating an exothermic reaction. Since the reaction between fly ash and activators is exothermic, this reaction is believed to be the reason for the strength gain at high temperatures.
UR - http://handle.uws.edu.au:8081/1959.7/549448
U2 - 10.1016/j.cemconcomp.2011.09.019
DO - 10.1016/j.cemconcomp.2011.09.019
M3 - Article
SN - 0958-9465
VL - 34
SP - 261
EP - 264
JO - Cement and Concrete Composites
JF - Cement and Concrete Composites
IS - 2
ER -