From: Experimental Study on Modification of Grouting Material for Joints of Prefabricated Buildings
Group | Restricted expansion rate (%) | |||||||
---|---|---|---|---|---|---|---|---|
3d | 7d | 14d | 21d | 28d | 42d | 60d | 120d | |
BG | 0.0057 | 0.0397 | 0.0692 | 0.0496 | 0.0303 | 0.0136 | − 0.0013 | − 0.0274 |
E2C0R5 | 0.0216 | 0.0473 | 0.0732 | 0.0516 | 0.0323 | 0.0160 | 0.0013 | − 0.0238 |
E2C2R5 | 0.0182 | 0.0471 | 0.0749 | 0.0527 | 0.0338 | 0.0167 | 0.0035 | − 0.0205 |
E2C5R5 | 0.0206 | 0.0470 | 0.0763 | 0.0582 | 0.0403 | 0.0208 | 0.0072 | − 0.0162 |
E2C7R5 | 0.0222 | 0.0497 | 0.0782 | 0.0610 | 0.0419 | 0.0216 | 0.0096 | − 0.0154 |
E1C2R5 | 0.0123 | 0.0367 | 0.0609 | 0.0399 | 0.0223 | 0.0050 | − 0.0104 | − 0.0316 |
E3C2R5 | 0.0405 | 0.0625 | 0.0862 | 0.0678 | 0.0493 | 0.0278 | 0.0170 | − 0.0116 |
E2C2R7 | 0.0182 | 0.0471 | 0.0749 | 0.0527 | 0.0338 | 0.0167 | 0.0050 | − 0.0205 |
E2C2R10 | 0.0183 | 0.0507 | 0.0797 | 0.0537 | 0.0353 | 0.0185 | 0.0058 | − 0.0204 |
E2C2R15 | 0.0239 | 0.0541 | 0.0828 | 0.0580 | 0.0416 | 0.0218 | 0.0063 | − 0.0179 |