3 phase poroelastic eqn's #12289
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muhammedfurkanyilmaz
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Hi Furkan, Within the geomechanics application, unsaturated behaviour is implemented using van genuchten retention model. If this is what you are refering to, then you can find a suitable test that shows it in practice here applications/GeoMechanicsApplication/tests/test_soil_weight_van_genuchten_above_phreatic_quad_4n.gid Let us know if this is what you had in mind. Regards Jon |
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Dear @muhammedfurkanyilmaz,
Kind Regards, |
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Dear @KratosMultiphysics/geomechanics,
I've started working on unsaturated soil behavior, and I'd like to ask about the ability of Geomechanics to solve 3-phase poroelastic equations. If it's not implemented how should I do it in terms of developing a set of necessary .cpp files? Should I just write a new class .cpp file like the 2-phase poroelastic class?
Kind Regards,
Furkan
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