From: Assessment of Rheological and Piezoresistive Properties of Graphene based Cement Composites
Sample | Casson | Bingham | Modified BM |
---|---|---|---|
Parallel plate | |||
 M0-0 | 0.42 | 0.50 | 0.47 |
 M0-30 | 0.86 | 0.90 | 0.48 |
 M0-60 | 1.19 | 1.47 | 0.87 |
 GM3-0 | 0.71 | 0.80 | 0.96 |
 GM3-30 | 0.89 | 0.91 | 0.96 |
 GM3-60 | 1.20 | 1.46 | 0.99 |
 GM5-0 | 0.78 | 0.84 | 0.84 |
 GM5-30 | 0.96 | 1.20 | 1.10 |
 GM5-60 | 0.98 | 1.18 | 1.41 |
 GM10-0 | 0.79 | 0.85 | 0.84 |
 GM10-30 | 0.82 | 0.86 | 0.89 |
 GM10-60 | 0.35 | 0.92 | 0.90 |
Concentric cylinder | |||
 M0-0 | 0.18 | 0.24 | 0.25 |
 M0-30 | 0.23 | 0.31 | 0.31 |
 M0-60 | 0.11 | 0.12 | 0.12 |
 GM3-0 | 0.51 | 0.65 | 0.66 |
 GM3-30 | 0.58 | 0.75 | 0.77 |
 GM3-60 | 0.65 | 0.83 | 0.84 |
 GM5-0 | 0.51 | 0.64 | 0.65 |
 GM5-30 | 0.57 | 0.75 | 0.75 |
 GM5-60 | 0.58 | 0.76 | 0.76 |
 GM10-0 | 0.49 | 0.64 | 0.65 |
 GM10-30 | 0.57 | 0.76 | 0.76 |
 GM10-60 | 0.63 | 0.85 | 0.85 |