Effect of different superplasticizers and activator combinations on workability and strength of fly ash based geopolymer
By B. Nematollahi, J. Sanjayan. 2014
418 citations recorded by the source corpus.
Subfields: Building and Construction, Civil and Structural Engineering
View Paper: https://www.semanticscholar.org/paper/a097f389158412efbfbb19bffee01ab208ec1b65
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In Building and Construction
In Civil and Structural Engineering
Citations in the corpus
- The effect of different Na2O and K2O ratios of alkali activator on compressive strength of fly ash based-geopolymer (2016, background): “For example, sodium hydroxide (NaOH) [3-8], potassium hydroxide (KOH) [3, 4], sodium silicate (Na2SiO3) [3-8], potassium silicate (K2SiO3)[3, 4], calcium hydroxide (Ca(OH)2) [9-11] etc.”
- High ductile behavior of a polyethylene fiber-reinforced one-part geopolymer composite: A micromechanics-based investigation (2017, methodology): “Citation Nematollahi, B., Sanjayan, J., Qiu, J., & Yang, E. -H. (2017).”
- Comparative deflection hardening behavior of short fiber reinforced geopolymer composites (2014, methodology): “0 is the most commonly used activator combination in fly ash based geopolymer binders [7,11,22,23,27,42].”
- Clean production and properties of geopolymer concrete; A review (2020, background): “The addition of naphthalene-based SP in GeoPC can influence both the workability and final setting time depending on the percentage added between 1.5 to 3% of FA by mass (Memon et al., 2012; Nematollahi and Sanjayan, 2014).”