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Geostatic equilibrium

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visualdzivdzan

visualdzivdzan

Civil/Environmental
Joined
Jul 9, 2004
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DE
Hi
I am doing some soil-pipe interaction analysis, using geostatic initial conditions. The only action within Geostatic step is self weight of the ground. But my model doesnt equilibrate displacements at the end of geostatic step. Does anyone have an idea why is that? All the stresses seem to be ok...
Regards
Natasa
 
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