Utilization of Geopolymer Concrete considering Fly Ash, Ground Granulated Blast Furnace Slag and Silica Fume to Enhance the Properties of Concrete
Keywords:
Fly Ash, Geopolymer Concrete, Mix Design, Rsm, Silica FumeAbstract
Geopolymer concrete (GPC) has been the focus of much research as a potential substitute for environmentally friendly building materials that could reduce CO2 emissions because it uses industrial byproducts. Both fly ash and ground-granulated blast-furnace slag are widely used geopolymer raw materials because of their accessibility and high levels of alumina and silica. For clean and sustainable development, GGBFS-FA-based GPC offers a technological alternative. The RSM approach was used to optimize the mixed quantities of geopolymer concrete in order to meet the desired strength criteria in this investigation. Four factors and four levels were considered: binder content, which included varying amounts of GGBS, FA, and silica fume. These parts and components were used to examine the effect of compressive strength. While lowering the quantity
Downloads
References
Claver Pinheiro, Sara Rios, António Viana da Fonseca, Ana Fernández-Jiménez and Nuno Cristelo, [Application of the response surface method to optimize alkali activated cements based on low-reactivity ladle furnace slag], Construction and Building Materials 264 (2020) 120271.
Chandra Prakash Gour, Priyanka Dhurvey and Nagaraju Shaik, [Optimization and Prediction of Concrete with Recycled Coarse Aggregate and Bone China Fine Aggregate Using Response Surface Methodology], Journal of Nanomaterials, Volume 2022, Article ID 2264457, 11 pages.
Temitope F. Awolusi, Oluwaseyi L. Oke, Olufunke O. Akinkurolere and Olumoyewa D. Atoyebi, [Comparison of response surface methodology and hybrid-training approach of artificial neural network in modelling the properties of concrete containing steel fibre extracted from waste tyres], Cogent Engineering (2019), 6: 1649852.
My Ngoc-Tra Lam, [Using the Taguchi method to optimize the compressive strength of geopolymer mortars], International Journal of Advanced and Applied Sciences, 7(8) 2020, Pages: 1-10.
Mohsen Jafari Nadoushan, Pooria Dashti, Sajad Ranjbar, Ali Akbar Ramezanianpour, Amir Mohammad Ramezanianpour and Rasoul Banar, [RSM-based Optimized Mix Design of Alkali-activated Slag Pastes Based on the Fresh and Hardened Properties and Unit Cost], Journal of Advanced Concrete Technology Vol. 20, 300-312, April 2022.
Mohammed S. Radhi, Ahmed M. H. Al-Ghaban and Imad A. D. Al-Hydary, [RSM Optimizing the Characteristics of Metakaolin based Geopolymer Foam], Journal of Physics: Conference Series 1973 (2021).
S. Oyebisi, H. Owamah, and A. Ede, [Flexural optimization of slag-based geopolymer concrete beams modied with corn cob ash], Scientia Iranica A (2021) 28(5), 2582{259.
Hoang-Quan Dinh and Thanh-Bang Nguyen, [Composition of ground granulated blast-furnace slag and fly ash-based geopolymer activated by sodium silicate and sodium hydroxide solution: multi-response optimization using Response Surface Methodology], march 2021 • Volume 63 Number 1.
T. Revathi, R. Jeyalakshmi, N. P Rajamane and J Baskarasundararaj, [Application of Response Surface Methodology: Optimum Mix Design of Fly ash geopolymer mortar, a Portland cement free binder for sustainable construction], International Journal of ChemTech Research, Vol.11 No.01, pp 13-22, 2018.
Ankur C. Bhogayata and Shemal V. Dave, [Utilization of Taguchi Method of Optimization in the Mix Design Development of High Strength Alkali Activated Concrete], International Journal of Engineering Research & Technology (IJERT), ISSN: 2278-0181, Vol. 10 Issue 10, October-2021.
Xiuzhi Zhang, Liming Lin, Mengdi Bi, Hailong Sun, Heng Chen, Qinfei Li and Ru Mu, [Multi-Objective Optimization of Nano-Silica Modified Cement-Based Materials Mixed With Supplementary Cementitious Materials Based on Response Surface Method], October 2021 | Volume 8 | Article 712551.
Downloads
Published
Issue
Section
License
Copyright (c) 2024 Tanzila Khan, Afzal Khan (Author)
This work is licensed under a Creative Commons Attribution 4.0 International License.
https://creativecommons.org/licenses/by/4.0