great.umbra
Civil/Environmental
During seismic slope stability analysis in Slope/W the failure surface tends to "pancake" creating an unrealistic failure surface. Does anyone have a method or reasoning they use to remedy this? Thanks in advance!
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Seismic Pancaking Slope/W
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MTNClimber
Geotechnical
I'm not sure what you mean by pancake. Maybe you could post a mark-up of the output?
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