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. 2020 Mar 7;13(5):1207. doi: 10.3390/ma13051207

Figure 2.

Figure 2

Development of the strength of polymer concretes with various mass contents (0.4–20.1%) of fly ash in a microfiller fraction in time; FAF, fly ash from fluidized bed combustion (FBC); FAS, siliceous fly ash from conventional combustion (chart based on data published by the author in [20] compared to the model calculated on the basis of [2]).