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contributor authorWanli Wang
contributor authorBaomin Wang
date accessioned2024-12-24T10:37:29Z
date available2024-12-24T10:37:29Z
date copyright9/1/2024 12:00:00 AM
date issued2024
identifier otherJMCEE7.MTENG-17624.pdf
identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4299262
description abstractThe hydration reaction mechanism of geopolymers is intimately linked to their composition and structure. Additionally, pore structure characteristics play a vital role in the properties of hardened geopolymer pastes, significantly influencing the material’s strength, impermeability, and thermal conductivity. In this study, fly ash geopolymer (FAG) was synthesized by utilizing NaOH, Na2SiO3, and low-calcium fly ash. The pore structure characteristics of FAGs were analyzed using mercury intrusion porosimetry (MIP), and the fractal dimension of FAGs was calculated using the Menger sponge model (Df) and a fractal model based on thermodynamic relationships (Ds). Fourier infrared spectroscopy (FTIR), thermogravimetric differential thermal (TG/DTA), and scanning electron microscopy secondary electron phase (SEM-SE) were used to test the composition of the hydration products of FAGs and their microscopic morphology. The results showed that after 90 days of maintaining ambient temperature, the porosity of FAG is between 20% and 30%, and the most available pore size is 10–50 nm. The fractal dimension calculated using the analytical model based on thermodynamic relations can more comprehensively determine the pore structure characteristics of FAG. The geopolymerization reaction process of fly ash particles can be categorized into four primary processes, forming an amorphous aluminosilicate gel as the hydration product.
publisherAmerican Society of Civil Engineers
titlePore Structure Characteristics and Reaction Mechanism of Fly Ash Geopolymer
typeJournal Article
journal volume36
journal issue9
journal titleJournal of Materials in Civil Engineering
identifier doi10.1061/JMCEE7.MTENG-17624
journal fristpage04024249-1
journal lastpage04024249-15
page15
treeJournal of Materials in Civil Engineering:;2024:;Volume ( 036 ):;issue: 009
contenttypeFulltext


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