Variation in the Permeability of Intact and Fractured Rocks due to Transient Disturbances in Axial Stress or Pore Pressure

<div>(a) Stress-strain curves and (b) maximum stress (<i>σ</i><sub>max</sub>) vs. the amplitudes of the axial stress disturbances (Δ<i>σ</i><sub>A</sub>) under <i>P</i><sub>C</sub> = 10 MPa of the Kushiro Cretaceous sandstone.</div>

Advances in Civil Engineering

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Figure 5

Figure 5: Variation in the Permeability of Intact and Fractured Rocks due to Transient Disturbances in Axial Stress or Pore Pressure 