Table 1.
HCsf MRE repeatability results for both shear stiffness (μ) and damping ratio (ξ), quantified by coefficient of variation (CV), for each individual HCsf region and NLI parameter combination
| Stiffness | Damping ratio | |||||||
|---|---|---|---|---|---|---|---|---|
| SPR | 10 −10 | 10 −12 | 10 −10 | 10 −12 | 10 −10 | 10 −12 | 10 −10 | 10 −12 |
| SF (mm) | 1.5 | 1.5 | 0.9 | 0.9 | 1.5 | 1.5 | 0.9 | 0.9 |
| DG-CA3 | 4.2% | 4.5% | 8.1% | 7.5% | 7.7% | 6.8% | 13.8% | 15.6% |
| CA1-CA2 | 4.2% | 2.9% | 8.2% | 8.8% | 10.4% | 7.4% | 17.0% | 18.8% |
| SUB | 3.8% | 2.7% | 5.9% | 6.3% | 12.4% | 8.4% | 21.7% | 22.8% |
| ERC | 4.2% | 5.0% | 6.7% | 6.9% | 9.4% | 9.4% | 15.9% | 16.2% |
| Average | 4.1% | 3.8% | 7.2% | 7.4% | 10.0% | 8.0% | 17.1% | 18.4% |
Note: SPR, soft prior regularization weighting; SF, spatial filtering width (mm).