Transient Pulse Test for Non-Darcy Flow Behaviors and Hydromechanical Coupling Effect of Fractured Limestone

<div>The curve of acceleration coefficient <i>c</i><sub><i>a</i></sub> versus volume stress.</div>

Advances in Civil Engineering

Figure 9: Transient Pulse Test for Non-Darcy Flow Behaviors and Hydromechanical Coupling Effect of Fractured Limestone 