Activation of blended cements containing fly ash
By J. Qian, C. Shi, Zhi Wang. 2001
166 citations recorded by the source corpus.
Subfields: Building and Construction, Civil and Structural Engineering, Geochemistry and Petrology
View Paper: https://www.semanticscholar.org/paper/84a14fa05e5cd3690f7d29e57b23a440449aac8c
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In Building and Construction
In Civil and Structural Engineering
Citations in the corpus
- Effects of colloidal nanoSiO2 on fly ash hydration (2012, methodology): “The pozzolanic reaction of fly ash is highly dependent on the alkalinity of the pore solution [6,36], in which the OH breaks the silicate or aluminosilicate network formers in fly ash to form C– S–H gel.”
- Improvement of the early-age reactivity of fly ash and blast furnace slag cementitious systems using limestone filler (2011, background): “This activation can be of chemical, thermal or mechanical origins [9‐11] and the principal means of activation are used either alone or in combination [ 12 , 13].”
- Study on lime–fly ash–phosphogypsum binder (2007, background): “The low calcium fly ash cannot hydration and form strength until it is activated by a suitable activator, so the sort of activator (or stabilizer) is a key factor to the strength formation and development [7], the unconfirmed compressive strengths of the lime–fly ash and lime–fly ash–phosphogypsum b”