Research Article
Developing Geopolymer Concrete Properties by Using Nanomaterials and Steel Fibers
Table 1
Physical properties and XRF analysis results of fly ash, slag, and nanosilica.
| Content | GGBFS (%) | NS (%) | NMK (%) |
| SiO2 | 35.59 | 99.65 | 45.5 | TiO2 | 0.51 | 0.02 | 1.5 | Al2O3 | 11.01 | 0.01 | 37 | Fe2O3 | 1.38 | 0.012 | 0.2 | MnO | 3.24 | <0.01 | | MgO | 5.43 | <0.01 | 0.02 | CaO | 34.07 | <0.01 | 0.01 | Na2O | 1.39 | <0.01 | 0.03 | K2O | 0.73 | <0.01 | 0.07 | P2O5 | 0.12 | <0.01 | — | SiO3 | 3.62 | — | — | CI | 0.06 | — | — | LOI | 2.68 | 0.25 | 12.5 |
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GGBFS: ground granulated blast surface slag; NS: nanosilica; NMK: nanometakaolin.
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