Research Article
Transient Pulse Test for Non-Darcy Flow Behaviors and Hydromechanical Coupling Effect of Fractured Limestone
Table 2
Test stresses and hydraulic pressure environment.
| Axial pressure/MPa | Confining pressure/MPa | Hydraulic pressure at the upper end of the specimen P1/MPa | Hydraulic pressure at the bottom of the specimen P2/MPa | Initial hydraulic pressure difference ΔP = P1–P2/MPa |
| 6 | 4 | 3.0 | 1.0 | 2.0 | 6 | 8 | 10 | 12 | 14 |
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