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on Steady state analysis

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Cansand

Structural
Joined
Jan 14, 2007
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102
Location
CA
Dear all
I am running Steady state model ( SOIL step) with partial saturation flow involved. (Just like the problem: assigning a phreatic Surface through a rigid Dam ). My model is not converging.
Do you have any suggestion why and recommendations on how to cure this issue.
thanks
 
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