Table 3 Required quantities of geopolymer for subgrade soil with varying CGA–SF Ratios.
Sample | Mass of Geopolymer Components per Unit Volume of Subgrade Soil (kg/m³) | |||||
|---|---|---|---|---|---|---|
geopolymer | CGA | SF | NaOH | Na2SiO3 | H2O | |
SA6 C100F0 | 102.42 | 62.57 | 0.00 | 1.65 | 20.28 | 17.98 |
SA6 C95F5 | 102.42 | 59.44 | 3.12 | 1.65 | 20.28 | 17.98 |
SA6 C90F10 | 102.42 | 56.31 | 6.25 | 1.65 | 20.28 | 17.98 |
SA6 C85F15 | 102.42 | 50.06 | 12.51 | 1.65 | 20.28 | 17.98 |
SA6 C80F20 | 102.42 | 43.80 | 18.77 | 1.65 | 20.28 | 17.98 |
