The fresh concrete measurements are summarized in Table 2. The flow curves obtained from truck measurements are shown in Figs. 4 and 5, while the flow curves obtained from the ICAR rheometer are shown in Figs. 6 and 7. The values of the yield stress and plastic viscosity are deduced from these flow curves, as described by the Bingham model, by calculating the intercept of the linear fit for the yield stress and the slope as the plastic viscosity.

Fig. 5. Flow curves obtained with the truck mixer (C20 to C23 mixtures).
|
Table 2. Fresh concrete measurements |
||||||
|---|---|---|---|---|---|---|
| Truck Measurements | ICAR Rheometer | |||||
| Mixture | Slump | Yield Plastic | Yield Plastic | Stress | ||
| designation | stress viscosity | stress viscosity | growth | |||
| value value | value value | Max torque | ||||
| (mm) | (kPa) (kPa·s) | (N·m) (N·m·s) | (N·m) | |||
| Empty | 2131 1397 | |||||
| truck | ||||||
| C10 | 70 | 8074 | 2034 | 4.38 | 0.321 | 24.26 |
| C11 | 110 | 7651 | 1595 | 3.04 | 0.155 | 9.98 |
| C12 | 170 | 6250 | 1848 | 2.65 | 0.115 | 9.26 |
| C13 | 240 | 4115 | 2374 | 1.42 | 0.086 | 4.18 |
| C14 | 150 | 6074 | 1901 | 1.97 | 0.151 | 9.42 |
| C20 | 60 | 8472 | 3334 | 4.66 | 0.154 | 13.69 |
| C21 | 120 | 6939 | 3282 | 2.73 | 0.105 | 8.77 |
| C22 | 60 | 6080 | 3278 | 2.33 | 0.126 | 12.30 |
| C23 | 40 | 7792 | 3177 | 4.11 | 0.121 | 20.77 |

Fig. 6. Flow curves obtained with ICAR rheometer for Series 1 (C10 to C14 mixtures).

Fig. 7. Flow curves obtained with ICAR rheometer for Series 2 (C20 to C23 mixtures).
In general, the linear fit of the data for the ICAR rheometer is excellent, as indicated by an average R2 value of 0.965 for the nine flow curves. Typical stress growth test plots of torque versus time from the ICAR rheometer are shown in Fig. 8 for four selected concrete mixtures. The plots are characterized by an initial linear, elastic response followed by a nonlinear, viscoelastic response up to the peak torque (see Refs. [15, 16, 17] for more discussion of stress growth tests). After the peak torque is reached, viscous flow occurs and the torque begins to decay gradually. The variation in torque readings is typical for stress growth tests of concrete due to the wide range of aggregate sizes present.
Fig. 8. Typical ICAR rheometer stress growth test results for selected mixtures.