Table 4 Rheological parameters calculated from the steady shear measurements and the dynamic oscillatory measurements.
From: Viscoelastic Properties of Fresh Cement Paste to Study the Flow Behavior
Blended types | Notation | Steady shear measure | Dynamic oscillatory measure | |
|---|---|---|---|---|
\( \tau_{y} \) (Pa) | μ (Pa s) | \( G^{'} \) (Pa) | ||
Unitary | UO | 13.6 | 0.134 | 1.49E+02 |
Binary | BFS40 | 10.6 | 0.132 | 6.43E+01 |
BFS50 | 9.3 | 0.106 | 6.19E+01 | |
BFS60 | 9.0 | 0.055 | 3.51E+01 | |
FA10 | 15.1 | 0.058 | 1.62E+02 | |
FA20 | 20.3 | 0.097 | 1.65E+02 | |
FA30 | 24.3 | 0.132 | 6.78E+02 | |
SF5 | 3.5 | 0.123 | 8.90E+00 | |
SF10 | 25.7 | 0.069 | 6.90E+02 | |
SF20 | 27.6 | 0.197 | 1.86E+03 | |