Dear OGS Community,
I am running a large 3D coupled THM simulation and am facing a critical issue with the initialization of the vertical stress.
My goal is to use the gravitational body force to establish the correct lithostatic vertical stressfield, while maintaining user-defined functional definitions for the horizontal stresses sigma_xx and sigma_yy for tectonic testing.
I defined the solid density in all my mediums.
relevant parts of my .prj file:
<processes>
<process>
<specific_body_force>0 0 -9.81</specific_body_force>
<initial_stress type="effective">sigma0</initial_stress>
</process>
</processes>
<parameter>
<name>sigma0</name>
<type>Function</type>
<expression>10000 * z</expression>
<expression>13000 * z</expression>
<expression>0</expression>
<expression>0</expression>
<expression>0</expression>
<expression>0</expression>
</parameter>
The Problem:
Despite the correct density and gravity setting, the vertical stress remains numerically zero (~ 1e-38 Pa) throughout the simulation.
When I define sigma_zz in the effective stress field, the results look much better and realistic.
My question: How can I ensure sigma_zz is correctly established solely by the gravitational body force while retaining the functional sigma_xx and sigma_yy definitions? Is there a necessary flag or parameter that is causing the body force to be ignored for the vertical stress calculation? Or can I simply define g as well, or do they interfere with each other?
Thank you,
2ophie