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. amplitude of the axial stress disturbances (Δ<i>σ</i><sub>A</sub>) of the Shikotsu welded tuff.</div>

Advances in Civil Engineering

fig15

Figure 15

Figure 15: Variation in the Permeability of Intact and Fractured Rocks due to Transient Disturbances in Axial Stress or Pore Pressure 