Variation in hybrid cements over time. Alkaline activation of fly ash–portland cement blends
By I. García-Lodeiro, A. Fernández-Jiménez, A. Palomo. 2013
372 citations recorded by the source corpus.
Subfields: Building and Construction, Civil and Structural Engineering, Materials Chemistry
View Paper: https://www.semanticscholar.org/paper/937d395a92a99ae143be50762e9d274ffa6eb7cd
How researchers see this paper
The researchers whose trusted networks rank it highest, strongest advocate first. Every researcher gets a different order.
In Building and Construction
- I. García-Lodeiro
- A. Palomo
- A. Fernández-Jiménez
- G. Habert
- Claudiane Ouellet-Plamondon
- Mingzhong Zhang
- G. Fang
- Krivenko Pavel
In Civil and Structural Engineering
- I. García-Lodeiro
- A. Palomo
- A. Fernández-Jiménez
- Mingzhong Zhang
- G. Habert
- Claudiane Ouellet-Plamondon
- G. Fang
- J. Provis
In Materials Chemistry
- I. García-Lodeiro
- A. Palomo
- A. Fernández-Jiménez
- G. Habert
- Claudiane Ouellet-Plamondon
- Mingzhong Zhang
- G. Fang
- Krivenko Pavel
Citations in the corpus
- Application of alkali-activated materials for water and wastewater treatment: a review (2019, background): “Also magnesium and iron can also affect the structure if they are present (Bernal et al. 2014b; Garcı́a-Lodeiro et al. 2013; Bell and Kriven 2010), which makes the overall reaction and resulting structures very complicated when chemically heterogeneous raw materials are used.”
- A review on alkaline activation: new analytical perspectives (2014, methodology): “Alkaline activation model for cement blends with high silica and alumina and low calcium contents (70 % FA+30% OPC, Activator: NaOH+Wg) (42).”
- Recent update on the environmental impact of geopolymers (2016, methodology): “To assess the environmental impact of these binders, we used the mixes detailed in [48] and the”
- Workability and mechanical properties of alkali-activated fly ash-slag concrete cured at ambient temperature (2018, background): “It can be noted that increasing the molarity of SH from 10 M (series A) to 12 M (series B) gradually increased the compressive strength of AAFS concrete, which can be explained by the reaction of the internal Si, Al and Ca components caused by the increased breakage of the T-O-T bonds (T: Si or Al) ”