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Dear List Members,
I've sent this question before, but there was no answers; it is very possible for this message to be lost, so I dare to try again:
did anyone try to make a comparation between Winkler, Jemocikin and Umanski-Krilov calculation methods for continuous foundation beams? (I've found, a long time before, the difference between results is up to 300%).
    Does anyone know a computer program who choose by himself the appropriate method for every particular case?
    What's the FEM for a continuous foundation beam? How do you modelise the clay for every moisture?
Thanks in advance.
Dumitrascu Bogdan - no title