In Figure 7 a,c, it can be observed that when RSM and RSL were incorporated as an RFA into geopolymer mortar, with the change of RFA dosage, the compressive strength of RGM showed a trend of first decreasing, then remaining almost unchanged, and then decreasing again.
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Study on the Effect of Recycled Fine Aggregate Qualities on Fly Ash/GGBS-Based Geopolymer Mortar.
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