For the Cam-Clay M parameter you can alternatively select Match to Mohr-Coulomb criterion which then matches the slope of the virgin consolidation line to the Angle of internal friction. Then select the Angle of internal friction as From material (the default) or User defined.
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Isotropic Compression with Cam-Clay Material Model: Application Library path Geomechanics_Module/Verification_Examples/isotropic_compression
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