Engineering Properties of Alkali-Activated Fly Ash Concrete
By A. Fernández-Jiménez, A. Palomo, C. López-Hombrados. 2006
531 citations recorded by the source corpus.
Subfields: Building and Construction, Civil and Structural Engineering, Materials Chemistry
View Paper: https://www.semanticscholar.org/paper/3dbf9615c93da6909b88d0abefafd457a2c82440
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In Building and Construction
In Civil and Structural Engineering
In Materials Chemistry
Citations in the corpus
- Effect of fire exposure on cracking, spalling and residual strength of fly ash geopolymer concrete (2014, methodology): “Materials such as low calcium fly ash [1, 2], high calcium fly ash [3], metakaolin [4], blast furnace slag [5, 6] and a combination of fly ash and blast furnace slag [7] have been used to produce geopolymer binders.”
- Clean production and properties of geopolymer concrete; A review (2020, background): “Moreover, further research on FA-based GeoPC found that the MoE was 15-28 % lesser in comparison to normal concrete due to the addition of a low volume of silicate content and sodium hydroxide solution in GeoPC (Fernandez-Jimenez et al., 2006).”
- Alkali-activated concrete: Engineering properties and stress–strain behavior (2015, background): “These studies have all reported moduli of elasticity in the range of 30–40 GPa [14,18,22] for activated fly ash and GGBFS concrete, which is in the same range as expected for portland cement concrete.”
- Creep and drying shrinkage of a blended slag and low calcium fly ash geopolymer Concrete (2016, background): “Geopolymer concretes exhibit many of the characteristics of traditional concretes, despite their vastly different chemical constituents and reactions [15, 16] The mixing process, the workability of freshly mixed geopolymers, the mechanical characteristics of the hardened material appear to be simila”
- Mechanical properties of sodium and potassium activated metakaolin-based geopolymers (2012, background): “Motivation Geopolymers are well known for their enhanced compressive strength compared to concrete [11, 24-26].”