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Modification of phase evolution in alkali-activated blast furnace slag by the incorporation of fly ash
Affiliation:1. Department of Chemical & Biomolecular Engineering, University of Melbourne, Victoria 3010, Australia;2. Department of Materials Science and Engineering, University of Sheffield, Sir Robert Hadfield Building, Mappin St, Sheffield S1 3JD, United Kingdom;3. School of Materials Engineering, Composite Materials Group, Universidad del Valle, Cali, Colombia;4. Zeobond Pty Ltd, P.O. Box 23450, Docklands, Victoria 8012, Australia;1. Guangzhou University–Tamkang University Joint Research Center for Engineering Structure Disaster Prevention and Control, Guangzhou University, Guangzhou 510006, China;2. Delft University of Technology, Faculty of Civil Engineering and Geosciences, Department of Materials and Environment, Delft, The Netherlands;3. Ghent University, Department of Structural Engineering, Ghent, Belgium;1. Department of Materials Science & Engineering, University of Sheffield, Sheffield S1 3JD, United Kingdom;2. Department of Cements and Materials Recycling, Instituto de Ciencias de la Construcción Eduardo Torroja (IETcc-CSIC), Madrid, Spain;3. College of Civil Engineering, Hunan University, Changsha, China
Abstract:The microstructural evolution of alkali-activated binders based on blast furnace slag, fly ash and their blends during the first six months of sealed curing is assessed. The nature of the main binding gels in these blends shows distinct characteristics with respect to binder composition. It is evident that the incorporation of fly ash as an additional source of alumina and silica, but not calcium, in activated slag binders affects the mechanism and rate of formation of the main binding gels. The rate of formation of the main binding gel phases depends strongly on fly ash content. Pastes based solely on silicate-activated slag show a structure dominated by a C–A–S–H type gel, while silicate-activated fly ash are dominated by N–A–S–H ‘geopolymer’ gel. Blended slag-fly ash binders can demonstrate the formation of co-existing C–A–S–H and geopolymer gels, which are clearly distinguishable at earlier age when the binder contains no more than 75 wt.% fly ash. The separation in chemistry between different regions of the gel becomes less distinct at longer age. With a slower overall reaction rate, a 1:1 slag:fly ash system shares more microstructural features with a slag-based binder than a fly ash-based binder, indicating the strong influence of calcium on the gel chemistry, particularly with regard to the bound water environments within the gel. However, in systems with similar or lower slag content, a hybrid type gel described as N–(C)–A–S–H is also identified, as part of the Ca released by slag dissolution is incorporated into the N–A–S–H type gel resulting from fly ash activation. Fly ash-based binders exhibit a slower reaction compared to activated-slag pastes, but extended times of curing promote the formation of more cross-linked binding products and a denser microstructure. This mechanism is slower for samples with lower slag content, emphasizing the correct selection of binder proportions in promoting a well-densified, durable solid microstructure.
Keywords:Alkali-activated slag  Fly ash geopolymer  Curing time  Gel composition  Microstructure
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