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Lade's Model (nonlinear elasticplastic material model)

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akadet

akadet

Geotechnical
Joined
Jul 4, 2006
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18
Location
US
I am wondering if anyone in geotechnical area have used Lade's model (single hardening model) for analysis like footing or retaining wall problems? This model must be written in UMAT in order to use it interactively with abaqus.
 
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