Table 2.
Effect of hollow glass beads on cement slurry and hardened cement performance.
| Bead dosage/% | Density/g·cm−3 | Rheological parameters | Compressive strength (60 °C/48 h) /MPa | Elasticity modulus /GPa | CTE /10–6 °C−1 | Thermal conductivity/W·(m·K)−1 | |
|---|---|---|---|---|---|---|---|
| n | k | ||||||
| 0 | 1.71 | 0.9915 | 0.1444 | 25.49 | 9.5 | 10.7 | 0.7410 |
| 5% | 1.53 | 0.7677 | 0.6047 | 24.34 | 9.1 | 9.4 | 0.6704 |
| 10% | 1.44 | 0.8062 | 0.4556 | 22.36 | 8.4 | 8.2 | 0.6084 |
| 15% | 1.32 | 0.9673 | 0.1422 | 20.64 | 7.5 | 6.7 | 0.5591 |
| 20% | 1.29 | 0.9854 | 0.1231 | 18.74 | 6.8 | 5.1 | 0.4790 |
The percentage of bead is the mass percentage of cement ash.