Research Article
A Damage Constitutive Model for the Effects of CO2-Brine-Rock Interactions on the Brittleness of a Low-Clay Shale
Figure 5
The transformed axial stress-axial strain curves without a crack closure stage. (a) Intact samples and samples with subcritical CO2 + NaCl solution. (b) Intact samples and samples with supercritical CO2 + NaCl solution.
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