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characterisation of soil

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Hi to everyone

I am a very new users and I have some questions about geomechanics module.

Every kind of geotechnical analysis is refer to the effective stress (sigma'=sigma - u): How I could implement it on my model? (in the results i can plot only the costitutive law, for example Tresca or Von Mises)
The soil push a retaining wall with different coefficient (Kp, Ka or K0): there is a way that allow to find it? The effect of water (for the push, module E and poisson) ?

thaks for the attention

Best regards





0 Replies Last Post Feb 21, 2017, 8:39 p.m. EST
COMSOL Moderator

Hello Federico Gibin

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