GGBFS and Red-Mud based Alkali-Activated Concrete Beams: Flexural, Shear and Pull-Out Test Behavior

Hebah M. Al-Jabali; Ahmed A. El-Latief; Mohamed Salah Ezz; Shady Khairy; Amr A. Nada

doi:10.28991/CEJ-2024-010-05-09

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Hebah M. Al-Jabali Department of Civil Engineering, Hijjawi Faculty for Engineering Technology, Yarmouk University. P.O. Box 566, Irbid 21163,, Jordan https://orcid.org/0000-0002-3809-8512
Ahmed A. El-Latief Department of Civil Engineering, Higher Technological Institute, 10th of Ramadan City,, Egypt
Mohamed Salah Ezz
drmohamedsalah@oc.edu.sa
Department of Architecture, The Higher Institute for Engineering and Technology, Obour City - K21 Cairo/Bilbies Rd,, Egypt
Shady Khairy Department of Civil Engineering, Higher Technological Institute, 10th of Ramadan City,, Egypt
Amr A. Nada Department of Civil Engineering, Higher Technological Institute, 10th of Ramadan City,, Egypt

Vol. 10 No. 5 (2024): May

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Geopolymers and antacid-enacted fasteners have accumulated critical interest as promising development and fixing materials because of their exceptional properties. Also, they bring about less contamination contrasted with regular concrete cements. Geopolymers address a clever class of suggested restricting materials blended through the basic enactment of bountiful aluminosilicate materials. The usage of geopolymer materials from side effects offers a critical decrease in carbon impression and yields positive natural effects. Geopolymer is progressively recognized as a plausible substitute for OPC concrete. In this review, sodium-based antacid activators, especially sodium metasilicate (Na₂SiO₃), were used for different blend extents. The boundaries researched included NaOH arrangements with a grouping of 8 M, alongside a Na₂SiO₃/NaOH proportion of 1. This paper evaluates the fundamental characteristics of geopolymer cement beams, employing red mud and GGBFS in powdered form as complete replacements for traditional concrete. Six bar specimens are tested under a two-point static loading condition, all cured at room temperature under ambient conditions. Of the six beams, three were exposed to flexural conduct testing with a molarity of 8 M, while the excess three beams were tried for shear conduct. The outcomes of testing geopolymer beams subjected to shear and bending loads indicated that the beams incorporating aluminum slag performed better than those incorporating blast furnace slag. Both types also demonstrated promising results compared to beams incorporating OPC, highlighting their potential environmental benefits compared to cement use.

Doi: 10.28991/CEJ-2024-010-05-09

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Al-Jabali, H. M., El-Latief, A. A., Ezz, M. S., Khairy, S., & Nada, A. A. (2024). GGBFS and Red-Mud based Alkali-Activated Concrete Beams: Flexural, Shear and Pull-Out Test Behavior. Civil Engineering Journal, 10(5), 1494–1512. https://doi.org/10.28991/CEJ-2024-010-05-09

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GGBFS and Red-Mud based Alkali-Activated Concrete Beams: Flexural, Shear and Pull-Out Test Behavior

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