Oct 12, 2006 #1 akadet Geotechnical Jul 4, 2006 18 0 0 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.
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.