From: Critical Grain Size of Fine Aggregates in the View of the Rheology of Mortar
Sample | Predicted viscosity (Pa·s) | Measured viscosity (Pa·s) | Relative error for the prediction (%) |
---|---|---|---|
G 1.77 | 1.76 | 1.76 | −0.02 |
G 1.43 | 1.73 | 1.72 | −0.78 |
G 0.89 | 1.77 | 1.83 | 3.56 |
G 0.64 | 1.78 | 1.47 | −17.54 |
G 0.45 | 1.80 | 1.98 | 9.83 |
G 0.34 | 1.82 | 2.971 (1.81) | 63.04 (2.61) |
M 1.33 | 1.72 | 1.74 | 1.42 |
M 1.04 | 1.67 | 1.69 | 1.33 |
M 0.66 | 1.69 | 1.80 | 6.22 |
Sand | 1.64 | 1.82 | 10.87 |