| Cases | Load directions | Tensile stress increment of ECC, Δσt (MPa) | Peak strain of ECC, εtu | Soil stiffness, Ksoil (MPa/m) | Size scale |
| 1∼6 | 90°, 45°, 0° | 0 | 0.026 | 20 | 1/5 | 7–14 | 90° | −0.5, 0, 0.5, 1.0 | 0.026 | 20 | 1/5 | 15–22 | 90° | 0 | 0.01, 0.02, 0.026, 0.05 | 20 | 1/5 | 23–34 | 90° | 0 | 0.026 | 0, 20, 50, 150, 400, 850 | 1/5 | 35–40 | 90° | 0 | 0.026 | 20 | 1/5, 1/2, 1/1 | 41–52 | 90° | 0 | 0.026 | 0, 20, 50, 150, 400, 850 | 1/1 |
|
|