TY - GEN
T1 - Early-Age Properties of Slag-Fly Ash Blended Geopolymer Concrete Reinforced with Glass Fibers – A Preliminary Study
AU - Zuaiter, Mohammad
AU - El-Hassan, Hilal
AU - El-Ariss, Bilal
AU - El-Maaddawy, Tamer
N1 - Publisher Copyright:
© 2022, Avestia Publishing. All rights reserved.
PY - 2022/1/1
Y1 - 2022/1/1
N2 - – This research investigates the effect of additional water content, glass fibers addition, glass fiber length, and the handling time on the workability, 1-and 7-day compressive strength, and 7-day splitting tensile strength of slag-fly ash blended geopolymer concrete. The additional water content ranged from 0 to 100 kg/m3. Two types of glass fibers were used with lengths of 24 and 43 mm and incorporated by up to 2 and 1.5%, by volume, respectively. Also, the handling time, representing the time from mixing to casting, was varied. The experimental results showed that the additional water content led to a significant increase in the slump and decrease in the 1-and 7-day compressive strengths of plain geopolymer concrete. A value of 75 kg/m3 was required to attain a slump of 150 mm and 7-day compressive strength of 35 MPa. Furthermore, the addition of 24-mm long glass fibers reduced the slump and increased the compressive and splitting tensile strength by up to 23 and 40%, respectively, compared to the plain control mix. Longer glass fibers (43 mm) resulted in further slump loss and increase in the splitting tensile strength, while the compressive strength was unaffected. Extending the handling time led to lower workability and limited impact on the mechanical properties.
AB - – This research investigates the effect of additional water content, glass fibers addition, glass fiber length, and the handling time on the workability, 1-and 7-day compressive strength, and 7-day splitting tensile strength of slag-fly ash blended geopolymer concrete. The additional water content ranged from 0 to 100 kg/m3. Two types of glass fibers were used with lengths of 24 and 43 mm and incorporated by up to 2 and 1.5%, by volume, respectively. Also, the handling time, representing the time from mixing to casting, was varied. The experimental results showed that the additional water content led to a significant increase in the slump and decrease in the 1-and 7-day compressive strengths of plain geopolymer concrete. A value of 75 kg/m3 was required to attain a slump of 150 mm and 7-day compressive strength of 35 MPa. Furthermore, the addition of 24-mm long glass fibers reduced the slump and increased the compressive and splitting tensile strength by up to 23 and 40%, respectively, compared to the plain control mix. Longer glass fibers (43 mm) resulted in further slump loss and increase in the splitting tensile strength, while the compressive strength was unaffected. Extending the handling time led to lower workability and limited impact on the mechanical properties.
KW - Glass fiber
KW - compressive strength
KW - fly ash
KW - geopolymer concrete
KW - slag
KW - slump
KW - splitting tensile strength
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U2 - 10.11159/icsect22.128
DO - 10.11159/icsect22.128
M3 - Conference contribution
AN - SCOPUS:85137356436
SN - 9781927877999
T3 - World Congress on Civil, Structural, and Environmental Engineering
BT - Proceedings of the 7th World Congress on Civil, Structural, and Environmental Engineering, CSEE 2022
A2 - El Naggar, Hany
A2 - Barros, Joaquim
A2 - Cachim, Paulo
PB - Avestia Publishing
T2 - 7th World Congress on Civil, Structural, and Environmental Engineering, CSEE 2022
Y2 - 10 April 2022 through 12 April 2022
ER -