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Stress by Fluid in Pourous Media

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I need to model an empty box surrounded by saturated sand. I want to use coulomb model to model the sand but not exactly sure of how to model the groundwater and consider both it's stress and bouncy effect on both the soil and the box. Should I use one of the subsurface flow physics along with the solid mechanics physics?
Please note that, I do not have an actual flow in my model.

0 Replies Last Post 2016年3月20日 GMT-4 00:41
COMSOL Moderator

Hello Khalil Mohamed

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