Hi,
My soil model comprises of Pyliq1, PDMY, FSP and quad elements. When I run it in v1.7.5Beta (no other version supports it ) I get error saying that "Mean Consolidation Stress is Zero" and that ru (pore pressure ratio) cannot be calculated because there is a division by zero.
This may be the result of an unsuccessful gravity analysis but my gravity analysis is conducted just fine. I update the liquefiable Pyliq1 material and PDMY and FSP before I conduct my transient analysis. I don't understand why I get this error.
Any ideas?
Thanks for your time,
Error: Mean Consolidation Stress is Zero ???
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Error: Mean Consolidation Stress is Zero ???
Bayram Aygun
Graduate Student, Civil&Env. Eng.
Rice University
Graduate Student, Civil&Env. Eng.
Rice University