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Figure F43. Compilation of CRS permeabilities for samples from the accreted wedge at Sites C0001, C0004, and C0008 obtained with Equation 5, plotted as a function of (A) effective axial stress and (B) porosity. In CRS tests, data are generally only considered to be reliable once the strain distribution within the sample is steady-state (ASTM International, 2006); thus, data for the transient phases of the test are not used in the compilation.

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