Table 2 Test scheme.
From: Shear behavior of the interface between asphalt concrete core and transition under seepage effect
No | Seepage pressure (MPa) | Shear rates (mm/min) | Normal stress (MPa) | Temperature |
|---|---|---|---|---|
1 | 0 | 2.4, 3.0, 3.6 | 1.41, 2.12, 2.35, 2.82, 3.53 | 20 °C |
2 | 0.29 | 2.4, 3.0, 3.6 | 1.41, 2.12, 2.35, 2.82, 3.53 | |
3 | 0.59 | 2.4, 3.0, 3.6 | 1.41, 2.12, 2.35, 2.82, 3.53 | |
4 | 0.88 | 2.4, 3.0, 3.6 | 1.41, 2.12, 2.35, 2.82, 3.53 | |
5 | 1.18 | 2.4, 3.0, 3.6 | 1.41, 2.12, 2.35, 2.82, 3.53 |
