TY - GEN
T1 - Activation of Cementless Binder Based on Volcanic ash and Calcium Carbide Residue
AU - Bawab, Jad
AU - El Dieb, Amr
AU - El-Hassan, Hilal
AU - Khatib, Jamal
N1 - Publisher Copyright:
© 2024, Avestia Publishing. All rights reserved.
PY - 2024
Y1 - 2024
N2 - This study assessed the performance of a cementless binder comprising volcanic ash (VA) and calcium carbide residue (CCR) with different activation methods. The binder was made of 95% VA and 5% CCR and activated by physical, chemical, thermal, and combinations of the methods. While the physical activation included using CCR of nominal particle size of 45 μm, the chemical activation involved adding 1% NaOH by binder mass to the paste, and thermal activation comprised curing the paste in an oven at 65℃ for 24 hours. The performance evaluation was based on flowability, compressive strength, and bulk electrical resistivity. The flowability increased by chemical activation and subsequent physical and chemical activation but decreased with physical activation alone. Meanwhile, all activation methods improved the compressive strength and bulk resistivity. In particular, binders activated by subsequent physical and thermal techniques achieved the highest compressive strength, exceeding 30 MPa at 28 days. In contrast, subsequent chemical and thermal activation produced superior bulk resistivity of 193 Ω.m at 28 days compared to other activation techniques. The study illustrated the feasibility of using low-carbon materials to form sustainable cementless binders for different applications in construction.
AB - This study assessed the performance of a cementless binder comprising volcanic ash (VA) and calcium carbide residue (CCR) with different activation methods. The binder was made of 95% VA and 5% CCR and activated by physical, chemical, thermal, and combinations of the methods. While the physical activation included using CCR of nominal particle size of 45 μm, the chemical activation involved adding 1% NaOH by binder mass to the paste, and thermal activation comprised curing the paste in an oven at 65℃ for 24 hours. The performance evaluation was based on flowability, compressive strength, and bulk electrical resistivity. The flowability increased by chemical activation and subsequent physical and chemical activation but decreased with physical activation alone. Meanwhile, all activation methods improved the compressive strength and bulk resistivity. In particular, binders activated by subsequent physical and thermal techniques achieved the highest compressive strength, exceeding 30 MPa at 28 days. In contrast, subsequent chemical and thermal activation produced superior bulk resistivity of 193 Ω.m at 28 days compared to other activation techniques. The study illustrated the feasibility of using low-carbon materials to form sustainable cementless binders for different applications in construction.
KW - Bulk resistivity
KW - Calcium carbide residue
KW - Cementless binder
KW - Compressive strength
KW - Flowability
KW - Volcanic ash
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U2 - 10.11159/iccste24.200
DO - 10.11159/iccste24.200
M3 - Conference contribution
AN - SCOPUS:85200348859
SN - 9781990800382
T3 - International Conference on Civil, Structural and Transportation Engineering
BT - Proceedings of the 9th International Conference On Civil Structural and Transportation Engineering, ICCSTE 2024
A2 - Sennah, Khaled
PB - Avestia Publishing
T2 - 9th International Conference on Civil, Structural and Transportation Engineering, ICCSTE 2024
Y2 - 13 June 2024 through 15 June 2024
ER -