Table 4 Mix proportion design of cement mortar bars for the ASR expansion test.
Specimens | Portland cement (g) | Waste glass powder (g) | Water (g) | Fly ash (g) | Fine artificial sand (g) | |||||
|---|---|---|---|---|---|---|---|---|---|---|
38–53 μm | 53–75 μm | 75–150 μm | 150–300 μm | 300–600 μm | 600–900 μm | |||||
Control mortar | 440 | – | – | – | – | – | – | 207 | – | 990 |
WG-a-10 | 396 | 44 | – | – | – | – | – | 207 | – | 990 |
WG-a-20 | 352 | 88 | – | – | – | – | – | 207 | – | 990 |
WG-a-30 | 308 | 132 | – | – | – | – | – | 207 | – | 990 |
WG-b-10 | 396 | – | 44 | – | – | – | – | 207 | – | 990 |
WG-b-20 | 352 | – | 88 | – | – | – | – | 207 | – | 990 |
WG-b-30 | 308 | – | 132 | – | – | – | – | 207 | – | 990 |
WG-c-10 | 396 | – | – | 44 | – | – | – | 207 | – | 990 |
WG-c-20 | 352 | – | – | 88 | – | – | – | 207 | – | 990 |
WG-c-30 | 308 | – | – | 132 | – | – | – | 207 | – | 990 |
WG-d-10 | 396 | – | – | – | 44 | – | – | 207 | – | 990 |
WG-d-20 | 352 | – | – | – | 88 | – | – | 207 | – | 990 |
WG-d-30 | 308 | – | – | – | 132 | – | – | 207 | – | 990 |
WG-e-10 | 396 | – | – | – | – | 44 | – | 207 | – | 990 |
WG-e-20 | 352 | – | – | – | – | 88 | – | 207 | – | 990 |
WG-e-30 | 308 | – | – | – | – | 132 | – | 207 | – | 990 |
WG-f-10 | 396 | – | – | – | – | – | 44 | 207 | – | 990 |
WG-f-20 | 352 | – | – | – | – | – | 88 | 207 | – | 990 |
WG-f-30 | 308 | – | – | – | – | – | 132 | 207 | – | 990 |
FA10 | 396 | – | – | – | – | – | – | 207 | 44 | 990 |
FA20 | 352 | – | – | – | – | – | – | 207 | 88 | 990 |
FA30 | 308 | – | – | – | – | – | – | 207 | 132 | 990 |